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Monday, April 19, 2010, 02:13 PM
PAGE NO. 1
**************************************************** * * * STAAD.Pro * * Version 2006 Bld 1002.US * * Proprietary Program of * * Research Engineers, Intl. * * Date= APR 19, 2010 * * Time= 14:11:12 * * * * USER ID: xyz * ****************************************************
P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 212/ 449/ 23 ORIGINAL/FINAL BAND-WIDTH= 33/ 26/ 162 DOF TOTAL PRIMARY LOAD CASES = 10, TOTAL DEGREES OF FREEDOM = 1134 SIZE OF STIFFNESS MATRIX = 184 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 14.9/ 52041.6 MB
**WARNING: IF THIS UBC/IBC ANALYSIS HAS TENSION/C OMPRESSION OR REPEAT LOAD OR RE-ANALYSIS OR SELECT OPTIMIZE, THEN EACH UBC/IBC CASE SHOULD BE FOLLOWED BY PERFORM ANALYSIS CHANGE.
************************************************ ********* * * * TIME PERIOD FOR X 1893 LOADING = 0.85107 SE C * * SA/G PER 1893= 1.175, LOAD FACTOR= 1.000 * * FACTOR V PER 1893= 0.0405 X 15184.33 * * * ************************************************ ********* ************************************************ ********* * * * TIME PERIOD FOR X 1893 LOADING = 0.85107 SE C * * SA/G PER 1893= 1.175, LOAD FACTOR=-1.000 * * FACTOR V PER 1893= 0.0405 X 15184.33 * * * ************************************************ ********* ************************************************ ********* * * * TIME PERIOD FOR Z 1893 LOADING = 0.85107 SE C * * SA/G PER 1893= 1.175, LOAD FACTOR= 1.000 * * FACTOR V PER 1893= 0.0405 X 15184.33 * * * ************************************************ *********
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STAAD SPACE -- PAGE NO. 8
************************************************ ********* * * * TIME PERIOD FOR Z 1893 LOADING = 0.85107 SE C * * SA/G PER 1893= 1.175, LOAD FACTOR=-1.000 * * FACTOR V PER 1893= 0.0405 X 15184.33 * * * ************************************************ ********* 273. PERFORM ANALYSIS PRINT ALL
**WARNING- CONSECUTIVE ANALYSIS COMMANDS. ONLY F IRST USED.
274. LOAD LIST 11 TO 15 17 TO 32 275. START CONCRETE DESIGN 277. CODE INDIAN 278. DESIGN BEAM 1 TO 280 446 TO 449
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================================================ ============================ B E A M N O. 1 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 122.89 0.00 0.00 0.00 122.89 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 110.60 110.60 110.60 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 2 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 110.60 0.00 0.00 0.00 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 110.60 110.60 110.60 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 3 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 110.60 0.00 0.00 0.00 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 110.60 110.60 110.60 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 4 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 110.60 0.00 0.00 0.00 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 110.60 110.60 110.60 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 5 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 110.60 0.00 0.00 0.00 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 110.60 110.60 110.60 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 12
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 6 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 110.60 0.00 0.00 0.00 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 110.60 110.60 110.60 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ *** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 7 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS ***
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================================================ ============================ B E A M N O. 7 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 150.0 mm 300.0 mm 450.0 mm 600.0 mm ------------------------------------------------ ---------------------------- TOP 297.03 226.67 165.28 111.97 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 0.00 0.00 110.60 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 150.0 mm 300.0 mm 450.0 mm 600.0 mm ------------------------------------------------ ---------------------------- TOP 4-10í 3-10í 3-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 8 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 139.28 0.00 0.00 139.28 332.74 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 138.46 160.33 138.46 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 14
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 3-12í 2-12í 2-12í 3-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 3-12í 3-12í 3-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 9 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 277.83 0.00 0.00 0.00 277.83 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 110.60 133.57 110.60 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 4-10í 2-10í 2-10í 2-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 10 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 136.40 0.00 0.00 0.00 136.40 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 110.60 110.60 110.60 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 11 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 139.05 0.00 0.00 0.00 139.05 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 104.46 104.46 104.46 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 16
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 3-10í 2-10í 2-10í 2-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 3-10í 3-10í 3-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 12 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 309.14 0.00 0.00 0.00 309.14 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 104.46 146.48 104.46 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 4-10í 2-10í 2-10í 2-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 3-10í 3-10í 3-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 13 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 136.40 0.00 0.00 0.00 136.40 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 110.60 110.60 110.60 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ *** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 14 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS *** ================================================ ============================ B E A M N O. 14 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 705.02 561.66 433.82 319.32 216.55 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 0.00 0.00 0.00 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 18
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 9-10í 8-10í 6-10í 5-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 15 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 201.84 0.00 0.00 0.00 201.84 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 151.57 151.57 151.57 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 16 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 19
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 190.03 0.00 0.00 0.00 190.03 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 151.57 151.57 151.57 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 17 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 151.57 0.00 0.00 0.00 151.57 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 151.57 151.57 151.57 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 20
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 18 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 528.00 0.00 0.00 0.00 528.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 139.28 248.08 139.28 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 7-10í 2-10í 2-10í 2-10í 7-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 3-10í 4-10í 3-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 19 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 21
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 151.57 0.00 0.00 0.00 151.57 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 151.57 151.57 151.57 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 20 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 436.72 0.00 0.00 0.00 436.72 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 138.46 209.02 138.46 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 22
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 4-12í 2-12í 2-12í 2-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 3-12í 3-12í 3-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 21 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 849.15 0.00 0.00 0.00 849.15 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 139.28 377.49 139.28 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 11-10í 2-10í 2-10í 2-10í 11-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 2-10í 3-10í 5-10í 3-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 22 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 23
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 151.57 0.00 0.00 0.00 151.57 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 151.57 151.57 151.57 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 23 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 319.52 0.00 0.00 0.00 319.52 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 318.90 318.90 318.90 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 24
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 3-12í 2-12í 2-12í 2-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 3-12í 3-12í 3-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 300 mm c/c @ 300 mm c/c @ 300 mm c/c @ 300 mm c/c @ 300 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 24 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 318.90 318.90 0.00 0.00 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 0.00 318.90 318.90 318.90 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 3-12í 3-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 3-12í 3-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 25 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 25
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 318.90 0.00 0.00 0.00 318.90 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 318.90 318.90 318.90 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 3-12í 2-12í 2-12í 2-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 3-12í 3-12í 3-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 300 mm c/c @ 300 mm c/c @ 300 mm c/c @ 300 mm c/c @ 300 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 26 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 259.58 0.00 0.00 0.00 697.24 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 216.83 315.24 173.07 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 26
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 4-10í 2-10í 2-10í 2-10í 9-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 4-12í 4-12í 4-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 27 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 151.57 151.57 151.57 151.57 151.57 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 151.57 151.57 151.57 151.57 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 28 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 27
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 139.28 0.00 0.00 0.00 139.28 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 139.28 139.28 139.28 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 3-10í 2-10í 2-10í 2-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 3-10í 3-10í 3-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 29 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 139.28 0.00 0.00 0.00 139.28 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 139.28 139.28 139.28 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 28
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 3-10í 2-10í 2-10í 2-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 3-10í 3-10í 3-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 30 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 139.28 0.00 0.00 0.00 139.28 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 139.28 139.28 139.28 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 3-10í 2-10í 2-10í 2-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 3-10í 3-10í 3-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 31 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 29
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 0.00 0.00 318.90 319.52 319.52 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 318.90 318.90 318.90 0.00 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 2-12í 2-12í 3-12í 3-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-12í 3-12í 3-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 32 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 139.28 139.28 0.00 0.00 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 0.00 139.28 139.28 139.28 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 30
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 3-10í 3-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 3-10í 3-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 33 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 174.10 0.00 0.00 174.10 174.10 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 173.07 173.07 0.00 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 4-12í 2-12í 2-12í 4-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 4-12í 4-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 34 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 139.28 0.00 0.00 0.00 139.28 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 139.28 139.28 139.28 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 3-10í 2-10í 2-10í 2-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 3-10í 3-10í 3-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 35 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 436.72 0.00 0.00 0.00 436.72 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 138.46 209.02 138.46 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 32
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 4-12í 2-12í 2-12í 2-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 3-12í 3-12í 3-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- ================================================ ============================ ================================================ ============================ B E A M N O. 36 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 752.06 352.68 284.71 311.91 768.29 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 752.32 427.19 262.98 281.64 481.88 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 7-12í 4-12í 3-12í 3-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-12í 4-12í 3-12í 3-12í 5-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 80 mm c/c @ 70 mm c/c @ 70 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -18.70 MX = 13.96 LD= 28 Provide 2 Legged 8í @ 80 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -31.66 MX = 13.96 LD= 28 Provide 2 Legged 8í @ 70 mm c/c ================================================ ============================
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================================================ ============================ B E A M N O. 37 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 693.50 281.79 148.98 248.34 616.11 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 487.22 259.60 198.47 287.72 529.46 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 9-10í 4-10í 2-10í 4-10í 8-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-10í 4-10í 3-10í 4-10í 7-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 58.66 MX = -4.33 LD= 18 Provide 2 Legged 8í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -15.78 MX = -10.68 LD= 28 Provide 2 Legged 8í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 38 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 34
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 644.28 270.48 161.07 293.83 727.17 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 563.39 312.91 217.12 283.05 505.14 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 6-12í 3-12í 2-12í 3-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 5-12í 3-12í 2-12í 3-12í 5-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -14.30 MX = 11.88 LD= 20 Provide 2 Legged 8í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -26.14 MX = 11.88 LD= 20 Provide 2 Legged 8í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 39 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 637.10 234.15 0.00 241.38 647.44 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 488.21 253.23 110.60 248.95 480.95 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 35
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 6-12í 3-12í 2-12í 3-12í 6-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-10í 4-10í 2-10í 4-10í 7-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 71.18 MX = 0.17 LD= 26 Provide 2 Legged 8í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -70.09 MX = 0.65 LD= 25 Provide 2 Legged 8í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 40 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 617.37 238.08 0.00 238.81 611.98 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 465.74 243.62 110.60 252.24 482.77 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-20í 2-20í 2-20í 2-20í 2-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 6-10í 4-10í 2-10í 4-10í 7-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 70.20 MX = -0.37 LD= 26 Provide 2 Legged 8í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -69.55 MX = 0.24 LD= 25 Provide 2 Legged 8í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 41 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 634.70 235.21 135.24 308.48 747.46 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 427.84 199.24 128.97 298.24 559.05 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 6-12í 3-12í 2-12í 3-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 4-12í 2-12í 2-12í 3-12í 5-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 69.60 MX = -1.49 LD= 26 Provide 2 Legged 8í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -21.65 MX = -7.43 LD= 28 Provide 2 Legged 8í @ 90 mm c/c ================================================ ============================
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================================================ ============================ B E A M N O. 42 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 8.17 45.67 31 | 90.12 -56.47 28 | 0.00 -45.21 -56.47 28 | 50.0 | 0.00 7.54 45.67 31 | 88.65 -56.47 28 | 0.00 -40.74 -56.47 28 | 100.0 | 0.00 6.87 45.67 31 | 87.42 -56.47 28 | 0.00 -36.34 -56.47 28 | 150.0 | 0.00 6.15 45.67 31 | 85.98 -56.47 28 | 0.00 -32.01 -56.47 28 | 200.0 | 0.00 5.39 45.67 31 | 84.58 -56.47 28 | 0.00 -27.74 -56.47 28 | 250.0 | 0.00 4.60 45.67 31 | 83.35 -56.47 28 | 0.00 -23.54 -56.47 28 | 300.0 | 0.00 3.76 45.67 31 | 81.97 -56.47 28 | 0.00 -19.41 -56.47 28 | 350.0 | 0.00 2.88 45.67 31 | 80.63 -56.47 28 | 0.00 -15.35 -56.47 28 | 400.0 | 0.00 1.97 45.67 31 | 79.40 -56.47 28 | 0.00 -11.34 -56.47 28 | 450.0 | 0.00 1.01 45.67 31 | 78.09 -56.47 28 | 0.00 -7.41 -56.47 28 | 500.0 | 0.00 0.02 45.67 31 | 76.81 -56.47 28 | 0.00 -3.54 -56.47 28 | 550.0 | 0.00 0.27 -56.47 28 | 75.58 -56.47 28 | 0.00 -1.01 45.67 31 | 600.0 | 0.00 4.02 -56.47 28 | 74.33 -56.47 28 | 0.00 -2.08 45.67 31 | ================================================ ============================ ================================================ ============================ B E A M N O. 43 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 1258.48 398.85 0.00 513.68 1543.74 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 984.38 649.67 328.26 694.52 953.07 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 38
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 5-20í 3-20í 2-20í 3-20í 5-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 5-16í 4-16í 3-16í 4-16í 5-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -76.07 MX = 1.59 LD= 27 Provide 2 Legged 8í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 44 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 782.83 142.34 0.00 123.17 803.63 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 175.86 269.31 260.63 206.79 111.17 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 4-16í 2-16í 2-16í 2-16í 4-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-10í 4-10í 4-10í 3-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT
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SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 38.62 MX = -4.70 LD= 27 Provide 2 Legged 8í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -37.32 MX = -4.70 LD= 27 Provide 2 Legged 8í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 45 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 657.91 170.04 0.00 202.59 681.10 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 275.71 192.48 110.60 247.29 335.94 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 9-10í 3-10í 2-10í 3-10í 9-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-12í 2-12í 2-12í 3-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 52.86 MX = -0.20 LD= 26 Provide 2 Legged 8í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -51.47 MX = -0.12 LD= 25 Provide 2 Legged 8í @ 90 mm c/c ================================================ ============================
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================================================ ============================ B E A M N O. 46 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 82.57 0.21 31 | 110.70 -0.37 28 | 0.00 -92.54 -0.37 28 | 166.7 | 0.00 70.47 0.21 31 | 106.55 -0.37 28 | 0.00 -74.43 -0.37 28 | 333.3 | 0.00 58.16 0.17 27 | 102.10 -0.37 28 | 0.00 -57.26 -0.33 32 | 500.0 | 0.00 46.11 0.17 27 | 97.68 -0.37 28 | 0.00 -41.53 -0.33 32 | 666.7 | 0.00 33.30 0.17 27 | 93.19 -0.37 28 | 0.00 -26.25 -0.33 32 | 833.3 | 0.00 19.70 0.17 27 | 88.03 -0.37 28 | 0.00 -11.44 -0.33 32 | 1000.0 | 0.00 6.03 -0.48 11 | -88.99 0.17 27 | 0.00 0.00 0.00 11 | 1166.7 | 0.00 18.38 -0.37 28 | -93.75 0.17 27 | 0.00 -11.65 0.21 31 | 1333.3 | 0.00 31.03 -0.37 28 | -98.91 0.17 27 | 0.00 -27.03 0.21 31 | 1500.0 | 0.00 42.88 -0.37 28 | -103.41 0.17 27 | 0.00 -42.88 0.21 31 | 1666.7 | 0.00 55.28 -0.33 32 | -107.82 0.17 27 | 0.00 -60.49 0.17 27 | 1833.3 | 0.00 67.24 -0.33 32 | -112.27 0.17 27 | 0.00 -78.84 0.17 27 | 2000.0 | 0.00 78.77 -0.33 32 | -116.42 0.17 27 | 0.00 -97.90 0.17 27 | ================================================ ============================ ================================================ ============================ B E A M N O. 47 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 1994.89 661.52 0.00 707.35 1957.64 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1681.22 740.83 281.04 875.34 1632.91 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 10-16í 4-16í 2-16í 4-16í 10-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 9-16í 4-16í 3-16í 5-16í 9-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 83.20 MX = -0.44 LD= 28 Provide 2 Legged 8í @ 90 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -81.00 MX = 0.56 LD= 27 Provide 2 Legged 8í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 48 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 825.43 265.78 0.00 274.91 837.64 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 507.88 354.11 164.40 319.55 460.47 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 7-10í 5-10í 3-10í 5-10í 6-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM STA RT SUPPORT VY = 58.48 MX = 2.10 LD= 26 Provide 2 Legged 8í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -60.47 MX = 3.07 LD= 25 Provide 2 Legged 8í @ 90 mm c/c ================================================ ============================ *** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 49 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS *** ================================================ ============================ B E A M N O. 49 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 3021.06 2670.43 2329.53 1998.14 1676.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 2151.09 1744.85 1349.89 1136.98 1112.41 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 10-20í 9-20í 8-20í 7-20í 6-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 7-20í 6-20í 5-20í 4-20í 4-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 100.25 MX = -35.34 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================
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================================================ ============================ B E A M N O. 50 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 911.26 277.64 0.00 218.52 899.99 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 467.54 402.25 221.58 295.21 349.11 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 6-10í 6-10í 3-10í 4-10í 5-10í REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 72.24 MX = 2.61 LD= 25 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -77.19 MX = 1.99 LD= 26 Provide 2 Legged 8í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 51 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 825.73 228.18 0.00 201.75 811.71 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 316.19 270.73 254.72 282.91 310.52 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-12í 3-12í 3-12í 3-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 43.84 MX = 8.68 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -32.94 MX = 8.68 LD= 27 Provide 2 Legged 8í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 52 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 886.10 269.23 149.52 336.42 896.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 451.40 303.31 257.31 431.05 613.93 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-20í 2-20í 2-20í 2-20í 2-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 46.79 MX = -11.01 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -75.10 MX = -3.05 LD= 26 Provide 2 Legged 8í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 53 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 2528.93 761.84 0.00 1014.89 2933.99 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1792.41 1111.74 524.76 1130.88 2246.93 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 6-25í 3-25í 2-25í 3-25í 6-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 9-16í 6-16í 3-16í 6-16í 12-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 96.21 MX = 0.59 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -101.35 MX = -0.27 LD= 28 Provide 2 Legged 8í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 54 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 889.66 295.64 150.34 389.38 1089.78 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 624.93 394.96 187.20 394.26 612.24 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 5-16í 2-16í 2-16í 2-16í 6-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 2-20í 2-20í 2-20í 2-20í 2-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 78.82 MX = -2.86 LD= 26 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -84.63 MX = -2.66 LD= 25 Provide 2 Legged 8í @ 120 mm c/c ================================================ ============================
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================================================ ============================ B E A M N O. 55 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 79.38 -0.29 32 | 102.26 0.59 27 | 0.00 -114.42 0.59 27 | 283.3 | 0.00 71.02 -0.29 32 | 94.74 0.59 27 | 0.00 -86.48 0.59 27 | 566.7 | 0.00 61.52 -0.22 28 | 87.13 0.59 27 | 0.00 -60.87 0.52 31 | 850.0 | 0.00 53.60 -0.22 28 | 78.58 0.59 27 | 0.00 -40.50 0.52 31 | 1133.3 | 0.00 43.28 -0.22 28 | 70.46 0.59 27 | 0.00 -21.57 0.52 31 | 1416.7 | 0.00 30.38 -0.22 28 | 60.74 0.59 27 | 0.00 -4.18 0.52 31 | 1700.0 | 0.00 21.10 0.18 11 | -59.52 -0.22 28 | 0.00 0.00 0.00 11 | 1983.3 | 0.00 31.45 0.59 27 | -68.92 -0.22 28 | 0.00 -8.97 -0.29 32 | 2266.7 | 0.00 42.04 0.59 27 | -78.64 -0.22 28 | 0.00 -27.74 -0.29 32 | 2550.0 | 0.00 50.04 0.59 27 | -86.77 -0.22 28 | 0.00 -48.07 -0.29 32 | 2833.3 | 0.00 59.19 0.52 31 | -95.32 -0.22 28 | 0.00 -73.38 -0.22 28 | 3116.7 | 0.00 67.46 0.52 31 | -102.93 -0.22 28 | 0.00 -101.48 -0.22 28 | 3400.0 | 0.00 74.43 0.52 31 | -110.45 -0.22 28 | 0.00 -131.74 -0.22 28 | ================================================ ============================ ================================================ ============================ B E A M N O. 56 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeding maxm. % while detailing
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DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 42.71 -0.37 32 | 106.31 0.64 27 | 0.00 -133.71 0.64 27 | 375.0 | 0.00 45.02 -0.37 32 | 96.47 0.64 27 | 0.00 -95.68 0.64 27 | 750.0 | 0.00 45.00 -0.37 32 | 85.94 0.64 27 | 0.00 -61.49 0.64 27 | 1125.0 | 0.00 45.27 -0.31 28 | 74.72 0.64 27 | 0.00 -34.22 0.57 31 | 1500.0 | 0.00 45.17 -0.31 28 | 62.02 0.64 27 | 0.00 -13.76 0.57 31 | 1875.0 | 0.00 40.44 -0.31 28 | 49.57 0.64 27 | 0.00 0.00 0.00 11 | 2250.0 | 0.00 40.53 0.25 11 | 37.12 0.64 27 | 0.00 0.00 0.00 11 | 2625.0 | 0.00 42.86 0.64 27 | -43.73 -0.31 28 | 0.00 0.00 0.00 11 | 3000.0 | 0.00 49.77 0.64 27 | -56.18 -0.31 28 | 0.00 -11.36 -0.37 32 | 3375.0 | 0.00 52.05 0.64 27 | -68.88 -0.31 28 | 0.00 -30.51 -0.37 32 | 3750.0 | 0.00 50.48 0.57 31 | -80.10 -0.31 28 | 0.00 -52.97 -0.31 28 | 4125.0 | 0.00 51.80 0.57 31 | -90.63 -0.31 28 | 0.00 -84.96 -0.31 28 | 4500.0 | 0.00 50.81 0.57 31 | -100.48 -0.31 28 | 0.00 -120.81 -0.31 28 | ================================================ ============================ ================================================ ============================ B E A M N O. 57 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 1019.15 347.10 0.00 366.89 1137.44 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 728.85 438.68 151.16 346.58 597.37 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 6-16í 2-16í 2-16í 2-16í 6-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-12í 4-12í 2-12í 4-12í 6-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 615.0 mm AWAY FROM STA RT SUPPORT VY = 85.26 MX = -1.42 LD= 26 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -95.07 MX = -1.04 LD= 25 Provide 2 Legged 8í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 58 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 1511.25 410.72 0.00 405.26 1619.52 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 692.98 551.64 534.58 476.39 602.98 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 8-16í 3-16í 2-16í 3-16í 9-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 9-10í 8-10í 7-10í 7-10í 8-10í REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 125.95 MX = -2.43 LD= 18 Provide 2 Legged 12í @ 180 mm c/c SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT VY = -132.72 MX = -0.42 LD= 17 Provide 2 Legged 8í @ 180 mm c/c ================================================ ============================
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STAAD SPACE -- PAGE NO. 50
================================================ ============================ B E A M N O. 59 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 1362.59 761.02 532.60 382.75 318.90 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 645.68 525.23 671.55 808.75 889.17 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 7-16í 4-16í 3-16í 3-16í 3-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 6-12í 5-12í 6-12í 8-12í 8-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) 2 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 180 mm c/c @ 130 mm c/c @ 140 mm c/c @ 140 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 53.65 MX = 62.63 LD= 27 Provide 2 Legged 12í @ 130 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 60 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 51
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 1583.06 450.57 0.00 477.11 1672.94 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 816.30 591.92 504.80 575.27 784.41 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 8-16í 3-16í 2-16í 3-16í 9-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 11-10í 8-10í 7-10í 8-10í 10-10í REINF. 2 layer(s) 2 layer(s) 1 layer(s) 2 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 130.07 MX = -1.70 LD= 18 Provide 2 Legged 12í @ 180 mm c/c SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT VY = -136.40 MX = 0.27 LD= 17 Provide 2 Legged 8í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 61 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 1909.52 336.13 0.00 765.91 2723.36 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1199.10 992.16 718.76 1177.40 1834.07 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 52
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 10-16í 4-16í 2-16í 4-16í 14-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 4-20í 4-20í 4-20í 4-20í 6-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -96.22 MX = -1.49 LD= 27 Provide 2 Legged 8í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 62 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 939.92 420.53 150.34 223.18 405.97 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 391.79 315.51 372.12 305.98 370.16 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 2-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 5-10í 5-10í 5-10í 4-10í 5-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT
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STAAD SPACE -- PAGE NO. 53
SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM STA RT SUPPORT VY = 19.48 MX = -18.32 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 63 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 92.88 -0.03 31 | 126.02 -2.39 28 | 0.00 -104.04 -2.39 28 | 166.7 | 0.00 75.54 -0.03 31 | 122.87 -2.39 28 | 0.00 -83.20 -2.39 28 | 333.3 | 0.00 57.94 -0.03 31 | 122.05 -2.39 28 | 0.00 -62.78 -2.39 28 | 500.0 | 0.00 40.09 -0.03 31 | 118.99 -2.39 28 | 0.00 -42.79 -2.39 28 | 666.7 | 0.00 21.77 -0.64 27 | 116.19 -2.39 28 | 0.00 -23.13 -2.39 28 | 833.3 | 0.00 4.23 -0.94 19 | 114.66 -2.39 28 | 0.00 -3.88 -2.39 28 | 1000.0 | 0.00 14.94 -2.39 28 | 111.95 -2.39 28 | 0.00 -14.78 -0.64 27 | 1166.7 | 0.00 33.43 -2.39 28 | 109.59 -2.39 28 | 0.00 -33.60 -0.64 27 | 1333.3 | 0.00 51.56 -2.39 28 | -115.80 -0.64 27 | 0.00 -52.78 -0.64 27 | 1500.0 | 0.00 69.97 -1.78 32 | -117.54 -0.64 27 | 0.00 -72.26 -0.64 27 | 1666.7 | 0.00 88.00 -1.78 32 | -118.85 -0.64 27 | 0.00 -91.96 -0.64 27 | 1833.3 | 0.00 105.92 -1.78 32 | -119.67 -0.64 27 | 0.00 -111.84 -0.64 27 | 2000.0 | 0.00 123.75 -1.78 32 | -120.36 -0.64 27 | 0.00 -131.86 -0.64 27 | ================================================ ============================ ================================================ ============================ B E A M N O. 64 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 2536.87 1011.26 0.00 1091.52 2712.38 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
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STAAD SPACE -- PAGE NO. 54
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 13-16í 6-16í 2-16í 6-16í 14-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 19-12í 10-12í 3-12í 10-12í 19-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM STA RT SUPPORT VY = 79.39 MX = -0.74 LD= 20 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -81.49 MX = 0.27 LD= 19 Provide 2 Legged 8í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 65 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 2541.64 960.19 0.00 731.95 2148.96 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 2035.92 991.73 463.40 936.85 1705.07 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 13-16í 5-16í 2-16í 4-16í 11-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 19-12í 9-12í 5-12í 9-12í 16-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 55
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM STA RT SUPPORT VY = 79.76 MX = 0.28 LD= 20 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -74.12 MX = 0.55 LD= 19 Provide 2 Legged 8í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 66 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 317.67 397.06 514.69 767.09 1159.01 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 875.24 773.76 650.49 642.45 746.30 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 3-16í 3-16í 3-16í 4-16í 6-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 8-12í 7-12í 6-12í 6-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 180 mm c/c @ 150 mm c/c @ 140 mm c/c @ 140 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM END SUPPORT VY = -45.98 MX = -60.97 LD= 27 Provide 2 Legged 10í @ 100 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 67 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 56
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 2034.75 1094.01 250.78 389.48 1256.81 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1880.87 1050.37 311.12 415.68 1191.82 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 18-12í 10-12í 3-12í 4-12í 12-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 6-20í 4-20í 3-20í 3-20í 4-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 81.19 MX = -0.38 LD= 28 Provide 2 Legged 12í @ 110 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 68 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 1403.19 403.19 232.11 1279.71 2806.37 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1421.37 571.72 373.57 1088.57 2207.73 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 57
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 7-16í 4-16í 4-16í 7-16í 14-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 8-16í 4-16í 4-16í 6-16í 11-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT VY = -85.15 MX = 1.64 LD= 19 Provide 2 Legged 10í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 69 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 2296.25 679.05 0.00 815.98 2776.96 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1590.63 933.94 764.29 899.29 2452.14 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 12-16í 4-16í 2-16í 5-16í 14-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 4-25í 3-25í 3-25í 3-25í 5-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT
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STAAD SPACE -- PAGE NO. 58
SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 79.17 MX = 0.13 LD= 20 Provide 2 Legged 12í @ 110 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -84.99 MX = 0.66 LD= 19 Provide 2 Legged 10í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 70 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while detailing Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 90.63 0.55 31 | 124.29 -0.52 28 | 0.00 -146.79 -0.52 28 | 283.3 | 0.00 81.39 0.55 31 | 116.64 -0.52 28 | 0.00 -112.62 -0.52 28 | 566.7 | 0.00 70.78 0.55 31 | 108.02 -0.52 28 | 0.00 -80.75 -0.52 28 | 850.0 | 0.00 60.44 0.55 27 | 98.58 -0.52 28 | 0.00 -53.24 -0.53 32 | 1133.3 | 0.00 49.83 0.55 27 | 89.31 -0.52 28 | 0.00 -29.87 -0.53 32 | 1416.7 | 0.00 36.11 0.55 27 | 76.54 -0.52 28 | 0.00 -8.37 -0.53 32 | 1700.0 | 0.00 27.59 0.03 11 | -65.94 0.55 27 | 0.00 0.00 0.00 11 | 1983.3 | 0.00 35.53 -0.52 28 | -77.26 0.55 27 | 0.00 -8.11 0.55 31 | 2266.7 | 0.00 49.05 -0.52 28 | -90.02 0.55 27 | 0.00 -29.73 0.55 31 | 2550.0 | 0.00 59.46 -0.52 28 | -99.29 0.55 27 | 0.00 -53.22 0.55 31 | 2833.3 | 0.00 69.92 -0.53 32 | -108.73 0.55 27 | 0.00 -81.18 0.55 27 | 3116.7 | 0.00 80.41 -0.53 32 | -117.35 0.55 27 | 0.00 -113.25 0.55 27 | 3400.0 | 0.00 89.53 -0.53 32 | -125.00 0.55 27 | 0.00 -147.62 0.55 27 | ================================================ ============================ ================================================ ============================ B E A M N O. 71 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 59
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 690.65 326.24 281.94 351.77 790.50 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 768.04 427.81 267.68 256.33 456.26 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 7-12í 3-12í 3-12í 4-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-12í 4-12í 3-12í 3-12í 5-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 70 mm c/c @ 70 mm c/c @ 70 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -25.52 MX = 14.37 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -38.47 MX = 14.37 LD= 28 Provide 2 Legged 10í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 72 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 791.51 323.25 149.90 268.76 678.55 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 545.97 292.43 204.10 321.44 594.09 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 60
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 7-12í 3-12í 2-12í 3-12í 6-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-16í 2-16í 2-16í 2-16í 3-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 66.92 MX = -4.13 LD= 18 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -15.19 MX = -11.09 LD= 28 Provide 2 Legged 10í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 73 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 712.63 288.08 176.62 327.68 808.04 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 670.43 347.75 238.53 299.13 562.93 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 6-12í 4-12í 3-12í 3-12í 5-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 80 mm c/c @ 80 mm c/c @ 70 mm c/c @ 90 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -23.39 MX = 12.95 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -36.35 MX = 12.95 LD= 28 Provide 2 Legged 10í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 74 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 738.06 265.44 0.00 270.27 740.25 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 555.63 279.39 110.19 279.56 554.69 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 7-12í 3-12í 2-12í 3-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 5-12í 3-12í 2-12í 3-12í 5-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 78.77 MX = 0.10 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -77.23 MX = 0.47 LD= 25 Provide 2 Legged 10í @ 90 mm c/c ================================================ ============================
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================================================ ============================ B E A M N O. 75 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 718.90 258.29 0.00 269.07 728.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 535.03 266.99 110.19 284.55 556.47 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 7-12í 3-12í 2-12í 3-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 5-12í 3-12í 2-12í 3-12í 5-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 77.37 MX = -0.31 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -76.79 MX = 0.21 LD= 25 Provide 2 Legged 10í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 76 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 683.12 252.64 168.55 290.63 694.26 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 427.01 200.79 169.88 321.69 579.89 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 9-10í 4-10í 3-10í 4-10í 9-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-16í 2-16í 2-16í 2-16í 3-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 73.78 MX = -1.57 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -14.84 MX = -9.50 LD= 28 Provide 2 Legged 10í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 77 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm Section fails while detailing Exceeding maxm. % while detailing
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DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 12.83 54.41 31 | 99.92 -66.65 28 | 0.00 -50.30 -66.65 28 | 50.0 | 0.00 11.77 54.41 31 | 98.45 -66.65 28 | 0.00 -45.34 -66.65 28 | 100.0 | 0.00 10.68 54.41 31 | 97.22 -66.65 28 | 0.00 -40.45 -66.65 28 | 150.0 | 0.00 9.54 54.41 31 | 95.78 -66.65 28 | 0.00 -35.62 -66.65 28 | 200.0 | 0.00 8.36 54.41 31 | 94.38 -66.65 28 | 0.00 -30.87 -66.65 28 | 250.0 | 0.00 7.14 54.41 31 | 93.14 -66.65 28 | 0.00 -26.18 -66.65 28 | 300.0 | 0.00 5.88 54.41 31 | 91.77 -66.65 28 | 0.00 -21.56 -66.65 28 | 350.0 | 0.00 4.58 54.41 31 | 90.43 -66.65 28 | 0.00 -17.00 -66.65 28 | 400.0 | 0.00 3.24 54.41 31 | 89.20 -66.65 28 | 0.00 -12.51 -66.65 28 | 450.0 | 0.00 1.86 54.41 31 | 87.89 -66.65 28 | 0.00 -8.09 -66.65 28 | 500.0 | 0.00 0.45 54.41 31 | 86.61 -66.65 28 | 0.00 -3.72 -66.65 28 | 550.0 | 0.00 0.58 -66.65 28 | 85.38 -66.65 28 | 0.00 -1.00 54.41 31 | 600.0 | 0.00 4.81 -66.65 28 | 84.13 -66.65 28 | 0.00 -2.49 54.41 31 | ================================================ ============================ ================================================ ============================ B E A M N O. 78 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 1514.17 492.31 0.00 681.51 1849.52 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1226.14 714.81 374.20 927.07 1320.26 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 5-20í 3-20í 2-20í 3-20í 6-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 16-10í 10-10í 5-10í 12-10í 17-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -84.19 MX = 1.91 LD= 27 Provide 2 Legged 10í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 79 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 818.04 168.65 0.00 152.24 837.09 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 222.44 289.46 256.12 228.25 158.65 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-10í 4-10í 4-10í 3-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 39.31 MX = -4.61 LD= 27 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -36.63 MX = -4.61 LD= 27 Provide 2 Legged 10í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 80 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 686.41 186.25 0.00 233.53 783.80 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 341.66 229.92 110.60 258.79 368.94 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 7-12í 2-12í 2-12í 3-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 5-10í 3-10í 2-10í 4-10í 5-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 54.02 MX = -0.37 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -56.59 MX = -0.14 LD= 25 Provide 2 Legged 10í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 81 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm Section fails while detailing Exceeding maxm. % while detailing
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DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 91.02 0.43 31 | 120.78 -0.48 28 | 0.00 -102.75 -0.48 28 | 166.7 | 0.00 77.53 0.43 31 | 116.63 -0.48 28 | 0.00 -82.97 -0.48 28 | 333.3 | 0.00 63.62 0.43 31 | 112.18 -0.48 28 | 0.00 -63.89 -0.48 28 | 500.0 | 0.00 50.19 0.42 27 | 107.77 -0.48 28 | 0.00 -46.48 -0.46 32 | 666.7 | 0.00 36.07 0.42 27 | 103.27 -0.48 28 | 0.00 -29.60 -0.46 32 | 833.3 | 0.00 21.17 0.42 27 | 98.11 -0.48 28 | 0.00 -13.18 -0.46 32 | 1000.0 | 0.00 6.11 -0.35 11 | -96.83 0.42 27 | 0.00 0.00 0.00 11 | 1166.7 | 0.00 19.93 -0.48 28 | -101.59 0.42 27 | 0.00 -12.87 0.43 31 | 1333.3 | 0.00 34.25 -0.48 28 | -106.75 0.42 27 | 0.00 -29.63 0.43 31 | 1500.0 | 0.00 47.79 -0.48 28 | -111.25 0.42 27 | 0.00 -46.87 0.43 31 | 1666.7 | 0.00 61.57 -0.46 32 | -115.66 0.42 27 | 0.00 -65.55 0.42 27 | 1833.3 | 0.00 75.13 -0.46 32 | -120.11 0.42 27 | 0.00 -85.21 0.42 27 | 2000.0 | 0.00 88.27 -0.46 32 | -124.26 0.42 27 | 0.00 -105.57 0.42 27 | ================================================ ============================ ================================================ ============================ B E A M N O. 82 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 2161.22 757.26 0.00 795.45 2143.58 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1671.51 859.08 283.11 957.50 1651.55 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 7-20í 3-20í 2-20í 3-20í 7-20í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 9-16í 5-16í 3-16í 5-16í 9-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 88.84 MX = -0.57 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -87.42 MX = 0.68 LD= 27 Provide 2 Legged 10í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 83 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 865.23 285.24 0.00 310.97 910.21 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 575.13 389.75 156.48 338.91 513.15 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-16í 2-16í 2-16í 2-16í 3-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM STA RT SUPPORT VY = 61.65 MX = 1.66 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -65.58 MX = 2.70 LD= 25 Provide 2 Legged 10í @ 90 mm c/c ================================================ ============================
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*** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 84 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS *** ================================================ ============================ B E A M N O. 84 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 3343.00 2898.41 2506.93 2093.11 1773.39 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 2527.84 1977.48 1511.54 1311.32 1274.73 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 17-16í 15-16í 13-16í 11-16í 9-16í REINF. 2 layer(s) 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) BOTTOM 23-12í 18-12í 14-12í 12-12í 12-12í REINF. 2 layer(s) 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 70 mm c/c @ 80 mm c/c @ 80 mm c/c @ 80 mm c/c @ 80 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 104.04 MX = -40.10 LD= 25 Provide 2 Legged 12í @ 80 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 85 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 1018.25 302.27 0.00 233.51 951.94 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 504.60 408.49 214.67 318.64 406.66 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 6-16í 2-16í 2-16í 2-16í 5-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-10í 6-10í 3-10í 5-10í 6-10í REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 76.56 MX = 2.24 LD= 25 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -78.86 MX = 1.77 LD= 26 Provide 2 Legged 10í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 86 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 907.75 259.69 151.16 240.51 923.96 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 400.01 311.97 271.52 317.55 384.90 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 71
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-16í 2-16í 2-16í 2-16í 2-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 43.20 MX = 10.06 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -33.57 MX = 10.06 LD= 27 Provide 2 Legged 10í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 87 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 921.01 279.59 151.16 363.43 978.88 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 498.77 317.43 258.20 430.21 654.71 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 2-25í 2-25í 2-25í 2-25í 2-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 5-12í 3-12í 3-12í 4-12í 6-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 72
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 48.81 MX = -11.55 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -79.67 MX = -2.65 LD= 26 Provide 2 Legged 10í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 88 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 3700.0 m m Exceeds maxm. permissible tensile steel % DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 89.83 -0.30 32 | 114.05 0.63 27 | 0.00 -137.28 0.63 27 | 308.3 | 0.00 80.54 -0.30 32 | 106.09 0.63 27 | 0.00 -103.35 0.63 27 | 616.7 | 0.00 69.71 -0.30 32 | 97.08 0.63 27 | 0.00 -71.98 0.63 27 | 925.0 | 0.00 60.68 -0.21 28 | 88.22 0.63 27 | 0.00 -46.83 0.55 31 | 1233.3 | 0.00 49.36 -0.21 28 | 79.05 0.63 27 | 0.00 -23.97 0.55 31 | 1541.7 | 0.00 34.95 -0.21 28 | 67.63 0.63 27 | 0.00 -2.96 0.55 31 | 1850.0 | 0.00 27.29 0.06 11 | -62.65 -0.21 28 | 0.00 0.00 0.00 11 | 2158.3 | 0.00 40.54 0.63 27 | -72.72 -0.21 28 | 0.00 -11.06 -0.30 32 | 2466.7 | 0.00 53.38 0.63 27 | -84.14 -0.21 28 | 0.00 -33.01 -0.30 32 | 2775.0 | 0.00 63.14 0.63 27 | -93.30 -0.21 28 | 0.00 -56.81 -0.30 32 | 3083.3 | 0.00 73.10 0.55 31 | -102.16 -0.21 28 | 0.00 -85.41 -0.21 28 | 3391.6 | 0.00 82.99 0.55 31 | -111.18 -0.21 28 | 0.00 -118.34 -0.21 28 | 3700.0 | 0.00 91.34 0.55 31 | -119.14 -0.21 28 | 0.00 -153.85 -0.21 28 | ================================================ ============================ ================================================ ============================ B E A M N O. 89 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 73
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 1041.91 341.47 151.16 410.76 1143.18 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 724.89 417.55 189.91 438.87 743.40 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 6-16í 2-16í 2-16í 3-16í 6-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-12í 4-12í 2-12í 4-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 87.52 MX = -2.56 LD= 26 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -89.57 MX = -2.27 LD= 25 Provide 2 Legged 10í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 90 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while detailing Exceeding maxm. % while detailing
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================================================ ============================ B E A M N O. 92 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 1109.45 386.44 0.00 400.07 1204.74 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 794.15 478.72 154.66 386.01 670.75 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 6-16í 2-16í 2-16í 2-16í 6-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 4-16í 3-16í 2-16í 2-16í 4-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 615.0 mm AWAY FROM STA RT SUPPORT VY = 91.81 MX = -1.25 LD= 26 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -101.35 MX = -0.76 LD= 25 Provide 2 Legged 10í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 93 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 76
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 1680.18 485.23 0.00 484.91 1797.56 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 867.38 637.38 524.78 542.09 759.25 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 9-16í 3-16í 2-16í 3-16í 9-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 8-12í 6-12í 5-12í 5-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 132.49 MX = -2.02 LD= 18 Provide 2 Legged 12í @ 180 mm c/c SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT VY = -95.73 MX = -9.17 LD= 20 Provide 2 Legged 10í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 94 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 1511.88 873.26 637.37 477.49 402.03 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 788.68 621.76 777.93 908.20 993.37 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 77
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 5-20í 3-20í 3-20í 3-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-16í 4-16í 4-16í 5-16í 5-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 180 mm c/c @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 54.22 MX = 72.17 LD= 27 Provide 2 Legged 12í @ 110 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 95 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 1712.51 527.54 0.00 566.55 1844.13 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 987.24 680.67 498.57 638.75 927.28 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 6-20í 3-20í 2-20í 3-20í 6-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 5-16í 4-16í 3-16í 4-16í 5-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT
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STAAD SPACE -- PAGE NO. 78
SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 136.29 MX = -1.61 LD= 18 Provide 2 Legged 12í @ 180 mm c/c SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT VY = -143.89 MX = 0.39 LD= 17 Provide 2 Legged 10í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 96 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 2090.47 437.37 0.00 989.28 2888.98 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1396.90 1079.84 710.51 1290.08 1935.11 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 5-25í 4-25í 2-25í 4-25í 6-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-25í 4-25í 4-25í 4-25í 4-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -102.29 MX = -1.50 LD= 27 Provide 2 Legged 10í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 97 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 79
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 1067.17 469.16 150.34 328.22 451.19 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 484.54 360.01 404.28 329.74 426.38 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 6-16í 3-16í 2-16í 2-16í 3-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 7-10í 5-10í 6-10í 5-10í 6-10í REINF. 2 layer(s) 1 layer(s) 2 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 10í 2 legged 10í 2 legged 10í 2 legged 10í 2 legged 10í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM STA RT SUPPORT VY = 19.18 MX = -20.20 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 98 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 2000.0 m m Exceeds maxm. permissible tensile steel %
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================================================ ============================ B E A M N O. 100 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 2924.38 1120.49 0.00 912.62 2480.65 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 2422.23 1172.45 472.21 1126.92 2009.73 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 6-25í 3-25í 2-25í 3-25í 6-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 5-25í 3-25í 3-25í 3-25í 5-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM STA RT SUPPORT VY = 85.62 MX = 0.14 LD= 20 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -80.47 MX = 0.51 LD= 19 Provide 2 Legged 10í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 101 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 358.33 469.94 593.06 891.44 1360.96 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 965.12 862.39 730.55 750.48 884.27 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 3-16í 3-16í 3-16í 5-16í 7-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-25í 3-25í 3-25í 3-25í 3-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 180 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM END SUPPORT VY = -47.13 MX = -68.36 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 102 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 2258.28 1222.51 297.29 434.62 1400.91 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 2150.92 1213.22 356.82 450.58 1334.27 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 83
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 12-16í 7-16í 3-16í 3-16í 7-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 7-20í 4-20í 3-20í 3-20í 5-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 89.26 MX = -0.64 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 103 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 1685.01 515.99 268.55 1455.93 2900.51 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1641.74 662.94 404.86 1275.28 2190.37 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 4-25í 4-25í 4-25í 4-25í 6-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 6-20í 4-20í 4-20í 5-20í 7-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT
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STAAD SPACE -- PAGE NO. 84
SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT VY = -91.43 MX = 1.90 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 104 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 80.26 0.50 31 | 87.00 0.02 20 | 0.00 -120.53 -0.23 28 | 375.0 | 0.00 71.01 0.50 31 | 85.09 0.02 20 | 0.00 -92.83 -0.23 28 | 750.0 | 0.00 61.16 0.50 31 | 78.99 0.02 20 | 0.00 -66.11 -0.23 28 | 1125.0 | 0.00 52.69 0.57 27 | 72.02 0.02 20 | 0.00 -43.33 -0.30 32 | 1500.0 | 0.00 46.06 0.66 19 | 61.46 0.02 20 | 0.00 -23.09 -0.30 32 | 1875.0 | 0.00 40.33 0.66 19 | 49.19 -0.23 28 | 0.00 -4.45 -0.30 32 | 2250.0 | 0.00 38.34 0.42 11 | -44.42 0.57 27 | 0.00 0.00 0.00 11 | 2625.0 | 0.00 41.55 0.02 20 | -51.77 0.57 27 | 0.00 -8.39 0.50 31 | 3000.0 | 0.00 45.81 0.02 20 | -65.38 0.66 19 | 0.00 -27.61 0.50 31 | 3375.0 | 0.00 53.14 -0.23 28 | -75.94 0.66 19 | 0.00 -48.44 0.50 31 | 3750.0 | 0.00 62.19 -0.30 32 | -82.91 0.66 19 | 0.00 -73.34 0.57 27 | 4125.0 | 0.00 71.46 -0.30 32 | -89.01 0.66 19 | 0.00 -101.03 0.57 27 | 4500.0 | 0.00 80.13 -0.30 32 | -90.91 0.66 19 | 0.00 -130.71 0.66 19 | ================================================ ============================ ================================================ ============================ B E A M N O. 105 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeds maxm. permissible tensile steel %
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STAAD SPACE -- PAGE NO. 85
DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 111.99 0.64 31 | 136.70 -0.59 28 | 0.00 -167.88 -0.59 28 | 283.3 | 0.00 99.20 0.64 31 | 129.05 -0.59 28 | 0.00 -130.20 -0.59 28 | 566.7 | 0.00 85.04 0.64 31 | 120.43 -0.59 28 | 0.00 -94.81 -0.59 28 | 850.0 | 0.00 71.19 0.66 27 | 110.99 -0.59 28 | 0.00 -63.82 -0.60 32 | 1133.3 | 0.00 57.02 0.66 27 | 101.72 -0.59 28 | 0.00 -36.93 -0.60 32 | 1416.7 | 0.00 39.74 0.66 27 | 88.95 -0.59 28 | 0.00 -11.90 -0.60 32 | 1700.0 | 0.00 27.72 0.06 11 | -78.51 0.66 27 | 0.00 0.00 0.00 11 | 1983.3 | 0.00 39.05 -0.59 28 | -89.82 0.66 27 | 0.00 -11.61 0.64 31 | 2266.7 | 0.00 56.09 -0.59 28 | -102.59 0.66 27 | 0.00 -36.78 0.64 31 | 2550.0 | 0.00 70.01 -0.59 28 | -111.85 0.66 27 | 0.00 -63.82 0.64 31 | 2833.3 | 0.00 84.01 -0.60 32 | -121.30 0.66 27 | 0.00 -95.35 0.66 27 | 3116.7 | 0.00 98.03 -0.60 32 | -129.92 0.66 27 | 0.00 -130.98 0.66 27 | 3400.0 | 0.00 110.66 -0.60 32 | -137.57 0.66 27 | 0.00 -168.90 0.66 27 | ================================================ ============================ ================================================ ============================ B E A M N O. 106 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 599.23 292.39 279.71 357.09 757.56 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 724.02 416.46 261.05 224.00 376.80 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 6-12í 3-12í 3-12í 4-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-12í 4-12í 3-12í 2-12í 4-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
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STAAD SPACE -- PAGE NO. 86
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -27.66 MX = 14.10 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -40.62 MX = 14.10 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 107 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 778.05 317.91 148.32 253.63 638.19 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 518.31 280.60 203.98 309.59 570.07 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 7-12í 3-12í 2-12í 3-12í 6-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-16í 2-16í 2-16í 2-16í 3-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 66.58 MX = -4.17 LD= 18 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -13.38 MX = -10.98 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================
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STAAD SPACE -- PAGE NO. 87
================================================ ============================ B E A M N O. 108 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 671.69 278.65 167.09 325.28 802.08 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 664.83 347.05 230.48 288.58 538.71 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 4-16í 2-16í 2-16í 2-16í 4-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 6-12í 4-12í 3-12í 3-12í 5-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 80 mm c/c @ 80 mm c/c @ 70 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -25.86 MX = 12.43 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -38.81 MX = 12.43 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 109 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 88
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 716.39 260.25 0.00 262.25 712.70 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 536.41 268.34 110.60 273.35 541.48 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 7-12í 3-12í 2-12í 3-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-10í 4-10í 2-10í 4-10í 7-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 77.34 MX = 0.19 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -75.21 MX = 0.49 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 110 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 689.10 248.55 0.00 260.64 690.40 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 504.08 249.34 110.60 275.96 537.83 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 89
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 9-10í 4-10í 2-10í 4-10í 9-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-10í 4-10í 2-10í 4-10í 7-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 75.48 MX = -0.28 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -73.70 MX = 0.18 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 111 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 647.35 242.10 161.62 260.22 604.24 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 358.53 171.12 157.44 302.74 546.34 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 6-12í 3-12í 2-12í 3-12í 6-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 5-10í 3-10í 3-10í 4-10í 7-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 90
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 70.15 MX = -1.72 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -8.02 MX = -9.11 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 112 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm Section fails while detailing Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 12.04 52.54 31 | 99.70 -65.72 28 | 0.00 -50.08 -65.72 28 | 50.0 | 0.00 11.05 52.54 31 | 98.23 -65.72 28 | 0.00 -45.13 -65.72 28 | 100.0 | 0.00 10.02 52.54 31 | 97.00 -65.72 28 | 0.00 -40.25 -65.72 28 | 150.0 | 0.00 8.95 52.54 31 | 95.56 -65.72 28 | 0.00 -35.44 -65.72 28 | 200.0 | 0.00 7.84 52.54 31 | 94.16 -65.72 28 | 0.00 -30.70 -65.72 28 | 250.0 | 0.00 6.69 52.54 31 | 92.93 -65.72 28 | 0.00 -26.02 -65.72 28 | 300.0 | 0.00 5.50 52.54 31 | 91.55 -65.72 28 | 0.00 -21.41 -65.72 28 | 350.0 | 0.00 4.27 52.54 31 | 90.21 -65.72 28 | 0.00 -16.86 -65.72 28 | 400.0 | 0.00 3.00 52.54 31 | 88.98 -65.72 28 | 0.00 -12.38 -65.72 28 | 450.0 | 0.00 1.69 52.54 31 | 87.67 -65.72 28 | 0.00 -7.97 -65.72 28 | 500.0 | 0.00 0.35 52.54 31 | 86.39 -65.72 28 | 0.00 -3.62 -65.72 28 | 550.0 | 0.00 0.67 -65.72 28 | 85.16 -65.72 28 | 0.00 -1.03 52.54 31 | 600.0 | 0.00 4.90 -65.72 28 | 83.91 -65.72 28 | 0.00 -2.46 52.54 31 | ================================================ ============================ ================================================ ============================ B E A M N O. 113 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 91
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 1531.28 461.56 0.00 642.24 1887.78 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1183.33 689.22 388.29 953.75 1339.69 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 14-12í 5-12í 2-12í 6-12í 17-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 11-12í 7-12í 4-12í 9-12í 12-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -82.51 MX = 1.84 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 114 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 805.21 161.59 0.00 150.13 831.40 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 216.46 287.79 256.37 224.17 150.24 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 92
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-10í 4-10í 4-10í 3-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 39.18 MX = -4.56 LD= 27 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -36.76 MX = -4.56 LD= 27 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 115 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 627.82 169.29 0.00 223.28 769.07 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 321.88 224.47 110.19 239.27 330.94 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 6-12í 2-12í 2-12í 2-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-12í 2-12í 2-12í 3-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 93
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 51.04 MX = -0.47 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -55.59 MX = -0.18 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 116 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 2174.64 936.85 0.00 933.86 2211.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1871.62 1009.65 112.46 962.12 1816.47 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 11-16í 5-16í 2-16í 5-16í 11-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 6-20í 4-20í 3-20í 4-20í 6-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 109.07 MX = -0.48 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT VY = -110.94 MX = 0.51 LD= 27 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================
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STAAD SPACE -- PAGE NO. 94
================================================ ============================ B E A M N O. 117 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 61.23 0.65 31 | 94.69 -0.58 28 | 0.00 -95.15 -0.58 28 | 241.7 | 0.00 54.45 0.65 31 | 88.67 -0.58 28 | 0.00 -72.99 -0.58 28 | 483.3 | 0.00 46.76 0.65 31 | 82.17 -0.58 28 | 0.00 -52.36 -0.58 28 | 725.0 | 0.00 39.31 0.67 27 | 75.12 -0.58 28 | 0.00 -34.52 -0.60 32 | 966.7 | 0.00 31.57 0.67 27 | 68.41 -0.58 28 | 0.00 -19.09 -0.60 32 | 1208.3 | 0.00 22.09 0.67 27 | 60.54 -0.58 28 | 0.00 -4.70 -0.60 32 | 1450.0 | 0.00 15.35 0.25 11 | 53.19 -0.58 28 | 0.00 0.00 0.00 11 | 1691.7 | 0.00 25.35 -0.58 28 | -57.99 0.67 27 | 0.00 -6.98 0.65 31 | 1933.3 | 0.00 35.45 -0.58 28 | -65.87 0.67 27 | 0.00 -20.99 0.65 31 | 2175.0 | 0.00 43.80 -0.58 28 | -72.57 0.67 27 | 0.00 -36.05 0.65 31 | 2416.7 | 0.00 50.88 -0.60 32 | -79.62 0.67 27 | 0.00 -52.54 0.67 27 | 2658.3 | 0.00 58.94 -0.60 32 | -86.12 0.67 27 | 0.00 -72.56 0.67 27 | 2900.0 | 0.00 66.09 -0.60 32 | -92.14 0.67 27 | 0.00 -94.09 0.67 27 | ================================================ ============================ ================================================ ============================ B E A M N O. 118 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 818.98 262.67 0.00 295.57 880.36 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 545.09 369.21 157.93 313.59 467.12 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 95
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 7-10í 5-10í 3-10í 4-10í 6-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM STA RT SUPPORT VY = 58.44 MX = 1.78 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -63.48 MX = 2.77 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ *** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 119 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS *** ================================================ ============================ B E A M N O. 119 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 3163.73 2760.17 2353.83 2035.82 1726.46 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 2436.72 1820.44 1272.69 1235.76 1201.96 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 96
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 16-16í 14-16í 12-16í 11-16í 9-16í REINF. 2 layer(s) 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) BOTTOM 5-25í 4-25í 4-25í 4-25í 4-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 80 mm c/c @ 80 mm c/c @ 80 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 103.15 MX = -38.55 LD= 25 Provide 2 Legged 12í @ 80 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 120 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 982.83 294.98 0.00 222.29 897.29 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 467.86 393.69 217.26 311.33 380.08 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 5-16í 2-16í 2-16í 2-16í 5-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 6-10í 6-10í 3-10í 4-10í 5-10í REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT
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STAAD SPACE -- PAGE NO. 97
SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 75.38 MX = 2.26 LD= 25 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -76.52 MX = 1.92 LD= 26 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 121 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 886.96 252.40 0.00 240.74 926.18 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 398.36 312.82 268.08 313.00 376.34 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-16í 2-16í 2-16í 2-16í 2-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 41.77 MX = 9.66 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -35.00 MX = 9.66 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 122 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 98
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 845.92 254.38 150.34 343.57 921.51 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 452.33 302.46 252.04 408.11 584.87 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-16í 2-16í 2-16í 3-16í 3-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 48.85 MX = -11.11 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -76.81 MX = -2.67 LD= 26 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 123 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while detailing Exceeding maxm. % while detailing
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STAAD SPACE -- PAGE NO. 99
DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 86.91 -0.24 32 | 112.52 0.67 27 | 0.00 -134.43 0.67 27 | 308.3 | 0.00 78.12 -0.24 32 | 104.56 0.67 27 | 0.00 -100.97 0.67 27 | 616.7 | 0.00 67.80 -0.24 32 | 95.54 0.67 27 | 0.00 -70.07 0.67 27 | 925.0 | 0.00 59.28 -0.13 28 | 86.68 0.67 27 | 0.00 -45.41 0.56 31 | 1233.3 | 0.00 48.47 -0.13 28 | 77.52 0.67 27 | 0.00 -23.03 0.56 31 | 1541.7 | 0.00 34.58 -0.13 28 | 66.10 0.67 27 | 0.00 -2.50 0.56 31 | 1850.0 | 0.00 27.40 0.13 11 | -60.99 -0.13 28 | 0.00 0.00 0.00 11 | 2158.3 | 0.00 40.07 0.67 27 | -71.05 -0.13 28 | 0.00 -10.44 -0.24 32 | 2466.7 | 0.00 52.44 0.67 27 | -82.47 -0.13 28 | 0.00 -31.88 -0.24 32 | 2775.0 | 0.00 61.73 0.67 27 | -91.63 -0.13 28 | 0.00 -55.18 -0.24 32 | 3083.3 | 0.00 71.15 0.56 31 | -100.49 -0.13 28 | 0.00 -83.20 -0.13 28 | 3391.6 | 0.00 80.57 0.56 31 | -109.51 -0.13 28 | 0.00 -115.63 -0.13 28 | 3700.0 | 0.00 88.44 0.56 31 | -117.47 -0.13 28 | 0.00 -150.62 -0.13 28 | ================================================ ============================ ================================================ ============================ B E A M N O. 124 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 972.33 320.63 151.16 373.14 1070.49 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 646.47 388.24 185.95 415.53 674.26 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 5-16í 2-16í 2-16í 2-16í 6-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 6-12í 4-12í 2-12í 4-12í 6-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
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STAAD SPACE -- PAGE NO. 100
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 83.87 MX = -2.65 LD= 26 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -83.93 MX = -2.37 LD= 25 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 125 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while detailing Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 92.66 -0.21 32 | 112.13 0.67 27 | 0.00 -131.22 0.67 27 | 283.3 | 0.00 82.08 -0.21 32 | 104.61 0.67 27 | 0.00 -100.49 0.67 27 | 566.7 | 0.00 70.20 -0.21 32 | 97.01 0.67 27 | 0.00 -71.91 0.67 27 | 850.0 | 0.00 59.78 -0.10 28 | 88.45 0.67 27 | 0.00 -48.46 0.56 31 | 1133.3 | 0.00 47.39 -0.10 28 | 80.33 0.67 27 | 0.00 -26.87 0.56 31 | 1416.7 | 0.00 32.41 -0.10 28 | 70.61 0.67 27 | 0.00 -6.84 0.56 31 | 1700.0 | 0.00 21.10 0.36 11 | -66.84 -0.10 28 | 0.00 0.00 0.00 11 | 1983.3 | 0.00 34.23 0.67 27 | -76.24 -0.10 28 | 0.00 -11.22 -0.21 32 | 2266.7 | 0.00 47.62 0.67 27 | -85.96 -0.10 28 | 0.00 -32.21 -0.21 32 | 2550.0 | 0.00 58.41 0.67 27 | -94.09 -0.10 28 | 0.00 -54.76 -0.21 32 | 2833.3 | 0.00 69.79 0.56 31 | -102.64 -0.10 28 | 0.00 -81.72 -0.10 28 | 3116.7 | 0.00 80.72 0.56 31 | -110.25 -0.10 28 | 0.00 -111.89 -0.10 28 | 3400.0 | 0.00 90.34 0.56 31 | -117.77 -0.10 28 | 0.00 -144.22 -0.10 28 | ================================================ ============================ ================================================ ============================ B E A M N O. 126 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 101
DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 56.23 -0.42 32 | 111.24 0.73 27 | 0.00 -145.36 0.73 27 | 375.0 | 0.00 56.25 -0.42 32 | 101.39 0.73 27 | 0.00 -105.47 0.73 27 | 750.0 | 0.00 53.95 -0.42 32 | 90.86 0.73 27 | 0.00 -69.44 0.73 27 | 1125.0 | 0.00 52.07 -0.34 28 | 79.64 0.73 27 | 0.00 -40.46 0.65 31 | 1500.0 | 0.00 49.57 -0.34 28 | 66.95 0.73 27 | 0.00 -18.04 0.65 31 | 1875.0 | 0.00 42.45 -0.34 28 | 54.49 0.73 27 | 0.00 0.00 0.00 11 | 2250.0 | 0.00 39.91 0.33 11 | 42.04 0.73 27 | 0.00 0.00 0.00 11 | 2625.0 | 0.00 44.15 0.73 27 | -50.13 -0.34 28 | 0.00 0.00 0.00 11 | 3000.0 | 0.00 52.91 0.73 27 | -62.58 -0.34 28 | 0.00 -16.13 -0.42 32 | 3375.0 | 0.00 57.04 0.73 27 | -75.27 -0.34 28 | 0.00 -37.57 -0.42 32 | 3750.0 | 0.00 57.94 0.65 31 | -86.49 -0.34 28 | 0.00 -62.95 -0.34 28 | 4125.0 | 0.00 61.22 0.65 31 | -97.03 -0.34 28 | 0.00 -97.34 -0.34 28 | 4500.0 | 0.00 62.19 0.65 31 | -106.87 -0.34 28 | 0.00 -135.58 -0.34 28 | ================================================ ============================ ================================================ ============================ B E A M N O. 127 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 1057.17 359.78 0.00 374.67 1158.13 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 760.02 458.58 151.16 356.04 623.82 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 6-16í 2-16í 2-16í 2-16í 6-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-12í 5-12í 2-12í 4-12í 6-12í REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
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STAAD SPACE -- PAGE NO. 102
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 615.0 mm AWAY FROM STA RT SUPPORT VY = 87.27 MX = -1.30 LD= 26 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -97.18 MX = -0.82 LD= 25 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 128 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 1633.36 469.81 0.00 474.67 1780.73 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 845.65 624.52 526.65 525.00 729.03 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 9-16í 3-16í 2-16í 3-16í 9-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 11-10í 8-10í 7-10í 7-10í 10-10í REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 131.21 MX = -1.90 LD= 18 Provide 2 Legged 12í @ 180 mm c/c SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT VY = -96.68 MX = -9.08 LD= 20 Provide 2 Legged 12í @ 180 mm c/c ================================================ ============================
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STAAD SPACE -- PAGE NO. 103
================================================ ============================ B E A M N O. 129 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 1476.96 843.72 608.98 457.99 386.54 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 751.23 596.36 754.36 880.48 961.71 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 5-20í 3-20í 3-20í 3-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-25í 3-25í 3-25í 3-25í 3-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 180 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 53.47 MX = 69.44 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 130 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 104
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 1701.75 500.20 0.00 543.73 1847.23 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 960.71 672.75 506.55 614.95 880.92 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 6-20í 3-20í 2-20í 3-20í 6-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-25í 3-25í 3-25í 3-25í 3-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 134.21 MX = -1.53 LD= 18 Provide 2 Legged 12í @ 180 mm c/c SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT VY = -142.40 MX = 0.16 LD= 17 Provide 2 Legged 12í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 131 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 1996.94 402.22 0.00 905.95 2945.68 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1351.98 1020.92 683.52 1270.02 2282.28 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 105
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 10-16í 4-16í 2-16í 5-16í 15-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 12-12í 10-12í 7-12í 12-12í 21-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -100.58 MX = -1.58 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 132 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 1068.06 470.13 150.34 287.14 437.22 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 459.31 345.79 397.16 326.13 426.97 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 6-16í 3-16í 2-16í 2-16í 3-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 6-10í 5-10í 6-10í 5-10í 6-10í REINF. 2 layer(s) 1 layer(s) 2 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 10í 2 legged 10í 2 legged 10í 2 legged 10í 2 legged 10í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT
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STAAD SPACE -- PAGE NO. 106
SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM STA RT SUPPORT VY = 20.14 MX = -19.73 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 133 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while detailing Exceeding maxm. % while detailing DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 106.62 0.38 31 | 133.60 -2.38 28 | 0.00 -111.06 -2.38 28 | 166.7 | 0.00 86.94 0.38 31 | 130.45 -2.38 28 | 0.00 -88.95 -2.38 28 | 333.3 | 0.00 67.01 0.38 31 | 129.63 -2.38 28 | 0.00 -67.27 -2.38 28 | 500.0 | 0.00 46.83 0.38 31 | 126.57 -2.38 28 | 0.00 -46.02 -2.38 28 | 666.7 | 0.00 26.79 -0.11 27 | 123.77 -2.38 28 | 0.00 -25.09 -2.38 28 | 833.3 | 0.00 6.23 -0.45 19 | 122.24 -2.38 28 | 0.00 -4.58 -2.38 28 | 1000.0 | 0.00 15.51 -2.38 28 | 119.53 -2.38 28 | 0.00 -15.07 0.38 31 | 1166.7 | 0.00 35.26 -2.38 28 | -129.86 -0.11 27 | 0.00 -36.15 0.38 31 | 1333.3 | 0.00 55.35 -1.88 32 | -131.39 -0.11 27 | 0.00 -58.15 -0.11 27 | 1500.0 | 0.00 75.04 -1.88 32 | -133.13 -0.11 27 | 0.00 -80.23 -0.11 27 | 1666.7 | 0.00 94.61 -1.88 32 | -134.44 -0.11 27 | 0.00 -102.52 -0.11 27 | 1833.3 | 0.00 114.05 -1.88 32 | -135.26 -0.11 27 | 0.00 -125.00 -0.11 27 | 2000.0 | 0.00 133.42 -1.88 32 | -135.95 -0.11 27 | 0.00 -147.62 -0.11 27 | ================================================ ============================ ================================================ ============================ B E A M N O. 134 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 2837.44 1186.39 0.00 1267.88 2981.05 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
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STAAD SPACE -- PAGE NO. 107
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 15-16í 6-16í 2-16í 7-16í 15-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 12-16í 7-16í 3-16í 7-16í 13-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM STA RT SUPPORT VY = 86.55 MX = -0.86 LD= 28 Provide 2 Legged 12í @ 110 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -88.49 MX = 0.61 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 135 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 2822.86 1085.63 0.00 864.54 2356.99 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 2210.22 1109.12 465.61 1085.42 1910.88 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 9-20í 4-20í 2-20í 3-20í 8-20í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 11-16í 6-16í 3-16í 6-16í 10-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 108
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM STA RT SUPPORT VY = 84.42 MX = 0.15 LD= 20 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -78.76 MX = 0.56 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 136 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 351.85 452.97 568.06 848.33 1298.59 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 924.74 831.56 709.17 715.20 835.02 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 4-12í 5-12í 6-12í 8-12í 12-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) 2 layer(s) BOTTOM 3-20í 3-20í 3-20í 3-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 180 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM END SUPPORT VY = -45.08 MX = -66.41 LD= 27 Provide 2 Legged 12í @ 130 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 137 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 2220.68 1156.13 281.57 390.97 1339.01 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 2044.31 1194.80 369.02 424.98 1254.03 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 12-16í 6-16í 3-16í 3-16í 7-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 19-12í 11-12í 4-12í 4-12í 12-12í REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 84.03 MX = -0.57 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 138 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 1651.30 509.46 253.55 1409.00 2958.83 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1612.95 656.67 395.17 1244.95 2303.97 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 110
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 9-16í 4-16í 4-16í 8-16í 15-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 15-12í 6-12í 4-12í 12-12í 21-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT VY = -90.73 MX = 1.99 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 139 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 2632.56 857.62 0.00 984.74 2950.35 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1923.43 1075.45 767.20 1083.28 2394.73 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 14-16í 5-16í 2-16í 5-16í 15-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 10-16í 6-16í 4-16í 6-16í 12-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT
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SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 84.99 MX = 0.03 LD= 20 Provide 2 Legged 12í @ 110 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -88.94 MX = 0.67 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 140 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeds maxm. permissible tensile steel % DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 108.38 0.62 31 | 134.45 -0.54 28 | 0.00 -164.05 -0.54 28 | 283.3 | 0.00 96.20 0.62 31 | 126.81 -0.54 28 | 0.00 -127.01 -0.54 28 | 566.7 | 0.00 82.63 0.62 31 | 118.18 -0.54 28 | 0.00 -92.25 -0.54 28 | 850.0 | 0.00 69.40 0.65 27 | 108.74 -0.54 28 | 0.00 -61.93 -0.56 32 | 1133.3 | 0.00 55.82 0.65 27 | 99.47 -0.54 28 | 0.00 -35.67 -0.56 32 | 1416.7 | 0.00 39.13 0.65 27 | 86.71 -0.54 28 | 0.00 -11.27 -0.56 32 | 1700.0 | 0.00 27.71 0.09 11 | -76.43 0.65 27 | 0.00 0.00 0.00 11 | 1983.3 | 0.00 38.43 -0.54 28 | -87.74 0.65 27 | 0.00 -11.03 0.62 31 | 2266.7 | 0.00 54.82 -0.54 28 | -100.51 0.65 27 | 0.00 -35.60 0.62 31 | 2550.0 | 0.00 68.11 -0.54 28 | -109.78 0.65 27 | 0.00 -62.04 0.62 31 | 2833.3 | 0.00 81.51 -0.56 32 | -119.22 0.65 27 | 0.00 -93.01 0.65 27 | 3116.7 | 0.00 94.90 -0.56 32 | -127.84 0.65 27 | 0.00 -128.06 0.65 27 | 3400.0 | 0.00 106.91 -0.56 32 | -135.49 0.65 27 | 0.00 -165.40 0.65 27 | ================================================ ============================ ================================================ ============================ B E A M N O. 141 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 112
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 470.23 242.13 262.67 335.18 661.58 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 591.38 370.71 244.98 187.03 295.07 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 5-12í 3-12í 3-12í 3-12í 6-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-16í 2-16í 2-16í 2-16í 2-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 80 mm c/c @ 70 mm c/c @ 70 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -26.77 MX = 13.06 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -39.72 MX = 13.06 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 142 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 695.27 287.52 136.32 220.99 540.33 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 447.61 246.44 189.97 280.36 503.34 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 9-10í 4-10í 2-10í 3-10í 7-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 6-10í 4-10í 3-10í 4-10í 7-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 61.44 MX = -4.15 LD= 18 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -11.36 MX = -10.07 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 143 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 588.42 248.22 150.10 298.60 747.88 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 574.36 325.43 215.56 259.23 458.29 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 6-12í 3-12í 2-12í 3-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-16í 2-16í 2-16í 2-16í 3-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -24.14 MX = 11.43 LD= 20 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -38.30 MX = 11.23 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 144 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 617.29 238.77 0.00 239.59 611.36 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 459.14 238.16 110.60 246.09 467.62 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-20í 2-20í 2-20í 2-20í 2-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 6-10í 4-10í 2-10í 4-10í 6-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 70.69 MX = 0.22 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -68.33 MX = 0.46 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================
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================================================ ============================ B E A M N O. 145 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 583.95 219.95 0.00 231.54 578.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 418.76 214.69 110.60 246.39 458.26 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 3-16í 2-16í 2-16í 2-16í 3-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 6-10í 3-10í 2-10í 4-10í 6-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 68.42 MX = -0.24 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -65.70 MX = 0.15 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 146 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 555.74 214.89 141.91 212.43 476.66 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 276.00 135.54 137.24 266.17 441.71 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 5-12í 2-12í 2-12í 2-12í 5-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-12í 2-12í 2-12í 3-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 12.30 MX = -8.15 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -1.85 MX = -8.15 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 147 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Exceeding maxm. % while detailing
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DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 9.09 46.01 31 | 95.15 -59.94 28 | 0.00 -47.54 -59.94 28 | 50.0 | 0.00 8.37 46.01 31 | 93.68 -59.94 28 | 0.00 -42.82 -59.94 28 | 100.0 | 0.00 7.62 46.01 31 | 92.45 -59.94 28 | 0.00 -38.16 -59.94 28 | 150.0 | 0.00 6.82 46.01 31 | 91.01 -59.94 28 | 0.00 -33.58 -59.94 28 | 200.0 | 0.00 5.98 46.01 31 | 89.61 -59.94 28 | 0.00 -29.06 -59.94 28 | 250.0 | 0.00 5.10 46.01 31 | 88.38 -59.94 28 | 0.00 -24.61 -59.94 28 | 300.0 | 0.00 4.18 46.01 31 | 87.00 -59.94 28 | 0.00 -20.23 -59.94 28 | 350.0 | 0.00 3.22 46.01 31 | 85.66 -59.94 28 | 0.00 -15.91 -59.94 28 | 400.0 | 0.00 2.22 46.01 31 | 84.43 -59.94 28 | 0.00 -11.66 -59.94 28 | 450.0 | 0.00 1.19 46.01 31 | 83.12 -59.94 28 | 0.00 -7.47 -59.94 28 | 500.0 | 0.00 0.11 46.01 31 | 81.84 -59.94 28 | 0.00 -3.35 -59.94 28 | 550.0 | 0.00 0.71 -59.94 28 | 80.61 -59.94 28 | 0.00 -1.00 46.01 31 | 600.0 | 0.00 4.71 -59.94 28 | 79.36 -59.94 28 | 0.00 -2.15 46.01 31 | ================================================ ============================ ================================================ ============================ B E A M N O. 148 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 1334.69 403.99 0.00 566.03 1598.23 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1009.25 611.84 386.95 864.98 1163.06 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 7-16í 3-16í 2-16í 3-16í 8-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 13-10í 8-10í 5-10í 12-10í 15-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -76.88 MX = 1.51 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 149 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 755.89 138.64 0.00 133.83 791.78 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 178.93 267.66 250.99 206.65 115.78 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 4-16í 2-16í 2-16í 2-16í 4-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-10í 4-10í 4-10í 3-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 38.77 MX = -4.20 LD= 27 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -37.17 MX = -4.20 LD= 27 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 150 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 525.88 139.55 0.00 197.56 695.81 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 267.29 202.06 110.60 201.41 257.90 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 7-10í 2-10í 2-10í 3-10í 9-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 4-10í 3-10í 2-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 46.08 MX = -0.53 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -52.22 MX = -0.22 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 151 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 1822.86 804.69 0.00 793.59 1837.88 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1546.08 872.09 112.97 828.99 1500.10 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 6-20í 3-20í 2-20í 3-20í 6-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 5-20í 3-20í 3-20í 3-20í 5-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 96.77 MX = -0.44 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT VY = -97.79 MX = 0.53 LD= 27 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 152 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 1918.38 635.09 0.00 665.98 1876.47 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1540.36 737.17 277.26 834.24 1430.23 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 4-25í 3-25í 2-25í 3-25í 4-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 5-20í 3-20í 3-20í 3-20í 5-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 81.52 MX = -0.54 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -80.27 MX = 0.61 LD= 27 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 153 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 717.44 219.80 0.00 256.87 803.91 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 435.99 329.26 159.25 272.80 368.58 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 4-16í 2-16í 2-16í 2-16í 4-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-12í 3-12í 2-12í 3-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM STA RT SUPPORT VY = 52.53 MX = 1.85 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -58.43 MX = 2.72 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================
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*** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 154 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS *** ================================================ ============================ B E A M N O. 154 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 2885.40 2549.62 2223.38 1906.47 1598.62 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1931.09 1554.31 1188.24 1063.20 1041.65 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 6-25í 6-25í 5-25í 4-25í 4-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-25í 4-25í 4-25í 4-25í 4-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 80 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 104.99 MX = -34.23 LD= 17 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 155 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 879.66 255.72 0.00 189.13 793.06 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 382.30 347.85 218.25 283.23 316.43 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 5-10í 5-10í 3-10í 4-10í 5-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 71.17 MX = 2.22 LD= 25 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -71.37 MX = 2.02 LD= 26 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 156 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 809.39 223.36 0.00 219.38 867.45 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 349.84 290.15 256.27 285.62 322.45 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 5-10í 4-10í 4-10í 4-10í 5-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 39.90 MX = 8.59 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -36.87 MX = 8.59 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 157 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 731.76 213.25 151.57 298.70 809.62 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 365.41 263.69 234.10 351.53 485.20 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 5-10í 4-10í 3-10í 5-10í 7-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 47.02 MX = -10.18 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -70.11 MX = -2.64 LD= 26 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 158 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 2655.83 831.53 0.00 1035.53 2966.12 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1934.80 1123.87 519.93 1176.93 2282.98 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 14-16í 5-16í 2-16í 6-16í 15-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 10-16í 6-16í 3-16í 6-16í 12-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 99.03 MX = 0.66 LD= 27 Provide 2 Legged 12í @ 110 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -102.24 MX = -0.03 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================
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================================================ ============================ B E A M N O. 159 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 824.47 275.93 151.57 309.74 877.98 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 513.74 332.78 175.45 359.95 542.41 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 7-10í 5-10í 3-10í 5-10í 7-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 75.56 MX = -2.65 LD= 26 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -38.41 MX = -7.14 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 160 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 2775.74 865.70 0.00 994.38 3120.62 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 2450.55 1092.63 382.92 1074.61 3124.64 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 9-20í 3-20í 2-20í 4-20í 10-20í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 8-20í 4-20í 3-20í 4-20í 10-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 97.76 MX = 0.61 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT VY = -103.17 MX = 0.03 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 161 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 2933.38 727.88 0.00 654.84 2722.94 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 2246.24 998.66 815.82 1107.79 2010.11 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 6-25í 3-25í 2-25í 3-25í 6-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 12-16í 5-16í 5-16í 6-16í 10-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 99.14 MX = 0.69 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -95.86 MX = -0.28 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 162 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 892.63 302.37 0.00 319.11 1044.66 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 605.11 397.44 149.52 304.83 488.62 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 5-16í 2-16í 2-16í 2-16í 6-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 2-20í 2-20í 2-20í 2-20í 2-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 615.0 mm AWAY FROM STA RT SUPPORT VY = 78.04 MX = -1.26 LD= 26 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -87.86 MX = -0.87 LD= 25 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 163 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 1516.45 412.94 0.00 423.95 1673.41 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 730.03 570.49 526.66 468.88 609.71 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 8-16í 3-16í 2-16í 3-16í 9-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 10-10í 8-10í 7-10í 6-10í 8-10í REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 126.49 MX = -1.65 LD= 18 Provide 2 Legged 12í @ 180 mm c/c SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT VY = -97.10 MX = -7.97 LD= 20 Provide 2 Legged 12í @ 180 mm c/c ================================================ ============================
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================================================ ============================ B E A M N O. 164 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 1368.00 739.43 517.58 380.16 318.90 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 621.59 503.97 659.87 777.84 851.68 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 7-16í 4-16í 3-16í 3-16í 3-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 8-10í 7-10í 9-10í 10-10í 11-10í REINF. 2 layer(s) 1 layer(s) 2 layer(s) 2 layer(s) 2 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 180 mm c/c @ 140 mm c/c @ 140 mm c/c @ 150 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 51.91 MX = 60.76 LD= 27 Provide 2 Legged 12í @ 140 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 165 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 1547.23 432.05 0.00 478.09 1685.34 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 826.60 603.15 499.23 531.24 731.56 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 8-16í 3-16í 2-16í 3-16í 9-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 11-10í 8-10í 7-10í 7-10í 10-10í REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 128.33 MX = -1.38 LD= 18 Provide 2 Legged 12í @ 180 mm c/c SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT VY = -136.92 MX = -0.06 LD= 17 Provide 2 Legged 12í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 166 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 1884.95 327.04 0.00 758.01 2702.26 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1140.80 950.91 692.81 1134.21 1809.95 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 10-16í 4-16í 2-16í 4-16í 14-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 6-16í 5-16í 4-16í 6-16í 10-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -95.24 MX = -1.57 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 167 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 991.12 446.40 150.34 259.47 400.28 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 391.99 309.60 372.38 308.22 394.51 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 5-16í 3-16í 2-16í 2-16í 2-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-16í 2-16í 2-16í 2-16í 2-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 80 mm c/c @ 90 mm c/c @ 80 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT
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SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM STA RT SUPPORT VY = 21.40 MX = -18.00 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 168 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 2123.49 814.10 233.78 1475.18 2994.41 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 2015.88 857.44 283.05 1401.60 2606.51 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 11-16í 5-16í 3-16í 8-16í 15-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 11-16í 5-16í 3-16í 7-16í 13-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 90 mm c/c @ 80 mm c/c @ 100 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 111.62 MX = -2.26 LD= 28 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -118.43 MX = -0.21 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 169 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 2586.71 1022.56 0.00 1094.53 2728.87 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 2086.24 1096.55 311.70 1108.94 2116.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 13-16í 6-16í 2-16í 6-16í 14-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 19-12í 10-12í 3-12í 10-12í 19-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM STA RT SUPPORT VY = 78.91 MX = -0.77 LD= 28 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -82.01 MX = 0.41 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 170 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 2562.88 961.50 0.00 728.56 2070.10 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 2062.44 945.58 451.44 951.03 1702.02 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 13-16í 5-16í 2-16í 4-16í 11-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 19-12í 9-12í 4-12í 9-12í 16-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM STA RT SUPPORT VY = 79.55 MX = 0.15 LD= 20 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -73.67 MX = 0.57 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 171 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 317.67 389.06 494.67 742.63 1136.28 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 832.56 746.70 631.89 616.32 710.92 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 3-16í 3-16í 3-16í 4-16í 6-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 11-10í 10-10í 9-10í 8-10í 10-10í REINF. 2 layer(s) 2 layer(s) 2 layer(s) 2 layer(s) 2 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 180 mm c/c @ 150 mm c/c @ 150 mm c/c @ 140 mm c/c @ 180 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM END SUPPORT VY = -42.77 MX = -58.93 LD= 27 Provide 2 Legged 12í @ 140 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 172 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 1895.65 980.85 247.10 323.54 1126.53 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1769.55 1001.99 317.98 328.76 1006.05 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 17-12í 9-12í 3-12í 3-12í 10-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 16-12í 9-12í 3-12í 3-12í 9-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 72.79 MX = -0.44 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 173 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 1516.22 451.74 212.13 1254.58 2694.50 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1444.05 615.77 376.88 1119.50 1858.98 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 8-16í 4-16í 4-16í 7-16í 14-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 5-20í 4-20í 4-20í 4-20í 6-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT VY = -85.61 MX = 1.97 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 174 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 2472.21 729.98 0.00 841.96 2777.67 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1879.90 947.47 753.96 956.64 2453.08 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 13-16í 4-16í 2-16í 5-16í 14-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 4-25í 3-25í 3-25í 3-25í 5-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 81.36 MX = 0.06 LD= 20 Provide 2 Legged 12í @ 110 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -84.89 MX = 0.64 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 175 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm Section fails while detailing Exceeding maxm. % while detailing
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DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 93.24 0.54 31 | 125.39 -0.44 28 | 0.00 -148.60 -0.44 28 | 283.3 | 0.00 83.58 0.54 31 | 117.74 -0.44 28 | 0.00 -114.13 -0.44 28 | 566.7 | 0.00 72.54 0.54 31 | 109.12 -0.44 28 | 0.00 -81.94 -0.44 28 | 850.0 | 0.00 61.87 0.57 27 | 99.68 -0.44 28 | 0.00 -54.23 -0.47 32 | 1133.3 | 0.00 50.80 0.57 27 | 90.41 -0.44 28 | 0.00 -30.52 -0.47 32 | 1416.7 | 0.00 36.62 0.57 27 | 77.65 -0.44 28 | 0.00 -8.67 -0.47 32 | 1700.0 | 0.00 27.74 0.11 11 | -67.57 0.57 27 | 0.00 0.00 0.00 11 | 1983.3 | 0.00 35.90 -0.44 28 | -78.88 0.57 27 | 0.00 -8.52 0.54 31 | 2266.7 | 0.00 49.73 -0.44 28 | -91.65 0.57 27 | 0.00 -30.57 0.54 31 | 2550.0 | 0.00 60.45 -0.44 28 | -100.92 0.57 27 | 0.00 -54.49 0.54 31 | 2833.3 | 0.00 71.33 -0.47 32 | -110.36 0.57 27 | 0.00 -82.98 0.57 27 | 3116.7 | 0.00 82.16 -0.47 32 | -118.98 0.57 27 | 0.00 -115.51 0.57 27 | 3400.0 | 0.00 91.61 -0.47 32 | -126.63 0.57 27 | 0.00 -150.34 0.57 27 | ================================================ ============================ ================================================ ============================ B E A M N O. 176 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 314.13 173.45 231.76 290.31 516.63 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 443.01 316.04 211.24 133.46 180.19 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 4-10í 3-10í 3-10í 4-10í 7-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 4-12í 3-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -23.59 MX = 11.31 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -36.55 MX = 11.31 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 177 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 541.75 243.97 115.09 169.93 409.92 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 325.21 196.92 169.34 238.40 377.79 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 7-10í 4-10í 2-10í 3-10í 6-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 5-10í 3-10í 3-10í 4-10í 5-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 51.44 MX = -4.14 LD= 18 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -9.05 MX = -8.48 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================
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================================================ ============================ B E A M N O. 178 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 442.69 199.64 126.91 259.43 582.95 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 463.20 283.87 188.40 205.03 339.13 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 3-16í 2-16í 2-16í 2-16í 3-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 6-10í 4-10í 3-10í 3-10í 5-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -22.10 MX = 9.96 LD= 20 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -33.94 MX = 9.96 LD= 20 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 179 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 142
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 498.73 186.24 0.00 186.38 493.79 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 339.55 188.63 110.60 197.98 348.95 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 7-10í 3-10í 2-10í 3-10í 7-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 5-10í 3-10í 2-10í 3-10í 5-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 58.47 MX = 0.31 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -56.21 MX = 0.48 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 180 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 459.77 166.07 0.00 176.41 451.14 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 294.33 161.31 110.60 194.26 333.72 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 143
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 6-10í 3-10í 2-10í 3-10í 6-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-12í 2-12í 2-12í 2-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 55.80 MX = -0.18 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -52.54 MX = 0.11 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 181 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 421.79 174.21 110.19 146.51 325.22 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 165.56 110.19 110.19 204.24 312.22 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 4-12í 2-12í 2-12í 2-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-10í 2-10í 2-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 17.95 MX = -6.56 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = 3.79 MX = -6.56 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ *** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 182 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS *** ================================================ ============================ B E A M N O. 182 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Nominal shear force exceeds tauc_max limit ================================================ ============================ DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 4.17 35.19 31 | 86.62 -49.65 28 | 0.00 -42.87 -49.65 28 | 50.0 | 0.00 3.91 35.19 31 | 85.16 -49.65 28 | 0.00 -38.57 -49.65 28 | 100.0 | 0.00 3.61 35.19 31 | 83.92 -49.65 28 | 0.00 -34.34 -49.65 28 | 150.0 | 0.00 3.27 35.19 31 | 82.49 -49.65 28 | 0.00 -30.19 -49.65 28 | 200.0 | 0.00 2.88 35.19 31 | 81.08 -49.65 28 | 0.00 -26.10 -49.65 28 | 250.0 | 0.00 2.46 35.19 31 | 79.85 -49.65 28 | 0.00 -22.07 -49.65 28 | 300.0 | 0.00 1.99 35.19 31 | 78.48 -49.65 28 | 0.00 -18.12 -49.65 28 | 350.0 | 0.00 1.49 35.19 31 | 77.14 -49.65 28 | 0.00 -14.22 -49.65 28 | 400.0 | 0.00 0.95 35.19 31 | 75.91 -49.65 28 | 0.00 -10.40 -49.65 28 | 450.0 | 0.00 0.36 35.19 31 | 74.60 -49.65 28 | 0.00 -6.64 -49.65 28 | 500.0 | 0.00 0.00 0.00 11 | 73.32 -49.65 28 | 0.00 -2.94 -49.65 28 | 550.0 | 0.00 0.70 -49.65 28 | 72.09 -49.65 28 | 0.00 -0.91 35.19 31 | 600.0 | 0.00 4.27 -49.65 28 | 70.84 -49.65 28 | 0.00 -1.61 35.19 31 | ================================================ ============================
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================================================ ============================ B E A M N O. 183 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 1140.84 292.65 0.00 416.43 1368.87 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 701.60 496.01 374.94 694.21 846.32 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 6-16í 3-16í 2-16í 3-16í 7-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 9-10í 7-10í 5-10í 9-10í 11-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -67.64 MX = 0.94 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 184 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 682.36 110.60 0.00 110.60 749.64 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 112.31 231.02 248.73 175.85 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 7-12í 2-12í 2-12í 2-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 2-10í 3-10í 4-10í 3-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 38.17 MX = -3.57 LD= 27 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -37.77 MX = -3.57 LD= 27 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 185 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 396.86 110.19 0.00 152.44 560.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 182.05 164.15 110.19 149.54 157.45 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 4-12í 2-12í 2-12í 2-12í 5-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 39.02 MX = -0.56 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -46.29 MX = -0.23 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 186 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 1456.74 559.40 0.00 539.22 1454.74 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1161.05 620.84 110.91 576.33 1118.71 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 13-12í 5-12í 2-12í 5-12í 13-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 6-16í 4-16í 3-16í 3-16í 6-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 77.25 MX = -0.38 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT VY = -77.59 MX = 0.48 LD= 27 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 187 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 1547.51 465.36 0.00 478.51 1511.73 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 934.18 585.50 285.82 664.24 906.48 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 5-20í 3-20í 2-20í 3-20í 5-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-20í 3-20í 3-20í 3-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 71.54 MX = -0.42 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -70.45 MX = 0.52 LD= 27 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================
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================================================ ============================ B E A M N O. 188 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 552.63 155.75 0.00 194.41 677.01 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 303.19 264.57 158.62 211.11 240.91 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 5-12í 2-12í 2-12í 2-12í 6-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 4-10í 4-10í 3-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM STA RT SUPPORT VY = 43.92 MX = 1.92 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -50.54 MX = 2.60 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ *** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 189 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS ***
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================================================ ============================ B E A M N O. 189 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 2464.83 2162.04 1868.67 1584.46 1309.18 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1434.36 1100.39 776.78 707.74 717.02 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 22-12í 20-12í 17-12í 15-12í 12-12í REINF. 2 layer(s) 2 layer(s) 2 layer(s) 2 layer(s) 1 layer(s) BOTTOM 13-12í 10-12í 7-12í 7-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 90 mm c/c @ 100 mm c/c @ 100 mm c/c @ 100 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 100.82 MX = -29.10 LD= 17 Provide 2 Legged 12í @ 100 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 190 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 747.33 190.36 0.00 151.57 661.77 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 256.27 281.10 218.01 232.87 209.31 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 7-12í 2-12í 2-12í 2-12í 6-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 4-10í 4-10í 3-10í 3-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 63.65 MX = 2.10 LD= 25 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -63.09 MX = 2.07 LD= 26 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 191 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 699.67 170.59 0.00 173.69 772.08 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 256.02 245.08 238.13 237.95 226.32 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 7-12í 2-12í 2-12í 2-12í 7-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 4-10í 4-10í 4-10í 4-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 37.76 MX = 6.91 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -43.01 MX = 6.57 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 192 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 581.95 172.62 151.16 222.01 647.54 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 238.66 206.39 209.25 273.22 320.80 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 6-12í 2-12í 2-12í 2-12í 6-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-12í 2-12í 2-12í 3-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 43.83 MX = -8.60 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -11.35 MX = -8.60 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 193 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 2245.82 592.82 0.00 758.09 2555.70 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1517.40 866.61 504.76 900.22 1979.51 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 12-16í 3-16í 2-16í 4-16í 13-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 8-16í 5-16í 3-16í 5-16í 10-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 87.92 MX = 0.59 LD= 27 Provide 2 Legged 12í @ 110 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -90.78 MX = 0.09 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================
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================================================ ============================ B E A M N O. 194 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 653.35 203.30 151.57 218.33 671.19 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 334.87 254.88 159.64 276.87 357.82 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 6-12í 2-12í 2-12í 2-12í 6-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 5-10í 4-10í 3-10í 4-10í 5-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 62.74 MX = -2.58 LD= 26 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -36.58 MX = -5.99 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 195 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 2141.37 615.71 0.00 715.69 2398.72 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1370.96 884.90 394.12 846.41 1685.19 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 11-16í 4-16í 2-16í 4-16í 12-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 13-12í 8-12í 4-12í 8-12í 15-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 85.25 MX = 0.51 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT VY = -90.22 MX = 0.17 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 196 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 2589.79 516.72 0.00 455.55 2355.93 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 2031.52 760.67 787.52 878.06 1647.14 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 156
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 13-16í 3-16í 2-16í 3-16í 12-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 18-12í 7-12í 7-12í 8-12í 15-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 91.50 MX = 0.60 LD= 27 Provide 2 Legged 12í @ 110 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -88.42 MX = -0.20 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 197 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 679.23 217.30 0.00 235.31 810.73 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 410.08 303.50 151.16 221.33 311.49 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-12í 3-12í 2-12í 2-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 157
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 615.0 mm AWAY FROM STA RT SUPPORT VY = 64.33 MX = -1.18 LD= 26 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -73.47 MX = -0.89 LD= 25 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 198 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 1331.59 319.52 0.00 333.24 1488.05 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 528.22 471.75 528.20 377.70 421.56 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 5-20í 3-20í 2-20í 3-20í 5-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 7-10í 7-10í 7-10í 5-10í 6-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 118.43 MX = -1.45 LD= 18 Provide 2 Legged 12í @ 180 mm c/c SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT VY = -97.11 MX = -6.29 LD= 20 Provide 2 Legged 12í @ 180 mm c/c ================================================ ============================
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STAAD SPACE -- PAGE NO. 158
================================================ ============================ B E A M N O. 199 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 1135.87 595.90 382.91 318.90 318.90 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 427.24 373.60 512.43 613.22 666.73 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 6-16í 3-16í 3-16í 3-16í 3-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-12í 4-12í 5-12í 6-12í 6-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 45.30 MX = -48.01 LD= 28 Provide 2 Legged 12í @ 170 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 200 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 159
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 1331.50 322.57 0.00 367.49 1463.79 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 595.02 497.74 504.47 421.32 497.39 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 12-12í 3-12í 2-12í 4-12í 13-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-16í 3-16í 3-16í 3-16í 3-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 118.81 MX = -1.17 LD= 18 Provide 2 Legged 12í @ 180 mm c/c SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT VY = -127.66 MX = -0.34 LD= 17 Provide 2 Legged 12í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 201 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 1516.77 214.85 0.00 551.62 2212.55 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 746.00 762.75 664.71 850.38 1179.50 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 160
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 14-12í 4-12í 2-12í 5-12í 20-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 4-16í 4-16í 4-16í 5-16í 6-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -86.43 MX = -1.48 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 202 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 852.76 384.87 151.16 151.16 342.32 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 283.37 244.80 331.29 271.79 332.91 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 2-20í 2-20í 2-20í 2-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-12í 3-12í 3-12í 3-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 90 mm c/c @ 110 mm c/c @ 100 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT
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STAAD SPACE -- PAGE NO. 161
SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM STA RT SUPPORT VY = 23.09 MX = -15.15 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 203 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 1571.68 555.98 175.15 1127.61 2345.06 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1487.06 581.67 212.81 1002.67 1946.32 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 8-16í 3-16í 3-16í 6-16í 12-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 4-25í 3-25í 3-25í 3-25í 4-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 84.27 MX = -2.06 LD= 28 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -92.29 MX = -0.39 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 204 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 162
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 2084.94 751.55 0.00 822.41 2230.83 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1583.93 872.09 315.44 867.65 1572.56 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 11-16í 4-16í 2-16í 5-16í 12-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 8-16í 5-16í 3-16í 5-16í 8-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM STA RT SUPPORT VY = 69.10 MX = -0.51 LD= 20 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -71.96 MX = 0.31 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 205 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 1995.34 710.89 0.00 526.61 1588.21 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1181.18 715.50 465.38 759.02 1243.01 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 163
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 10-16í 4-16í 2-16í 3-16í 8-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 11-12í 7-12í 5-12í 7-12í 11-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM STA RT SUPPORT VY = 71.37 MX = 0.18 LD= 20 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -65.39 MX = 0.58 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 206 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 318.90 318.90 373.38 590.78 975.38 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 660.35 591.90 494.94 463.09 504.23 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 3-25í 3-25í 3-25í 3-25í 3-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 6-12í 6-12í 5-12í 5-12í 5-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 170 mm c/c @ 180 mm c/c ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 164
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM END SUPPORT VY = -39.97 MX = -46.09 LD= 27 Provide 2 Legged 12í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 207 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 1348.13 692.17 188.51 224.72 800.55 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1245.47 747.82 265.95 237.77 691.46 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 12-12í 7-12í 3-12í 3-12í 8-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-20í 3-20í 3-20í 3-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 54.01 MX = -0.88 LD= 20 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 208 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 165
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 1205.67 356.32 173.07 961.97 2165.85 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1128.03 500.97 325.34 813.26 1378.54 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 4-20í 4-20í 4-20í 4-20í 7-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 6-16í 4-16í 4-16í 5-16í 7-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT VY = -76.49 MX = 1.87 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 209 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 2123.39 533.19 0.00 615.69 2339.59 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1449.80 721.70 749.44 718.94 1795.57 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 166
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 11-16í 3-16í 2-16í 4-16í 12-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 13-12í 7-12í 7-12í 7-12í 16-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 75.09 MX = 0.11 LD= 20 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -78.33 MX = 0.59 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 210 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 2928.17 841.86 0.00 854.73 2981.23 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 2777.15 1015.55 509.93 983.55 2849.51 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 15-16í 5-16í 2-16í 5-16í 15-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 6-25í 3-25í 3-25í 3-25í 6-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM STA RT SUPPORT VY = 101.89 MX = -0.29 LD= 28 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -103.98 MX = 0.45 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 211 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 143.89 110.19 116.30 239.27 420.34 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 312.84 263.39 178.02 110.19 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-12í 2-12í 2-12í 3-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-10í 4-10í 3-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -19.47 MX = 9.33 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -32.42 MX = 9.33 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================
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STAAD SPACE -- PAGE NO. 168
================================================ ============================ B E A M N O. 212 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 381.06 183.20 110.60 110.60 244.20 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 176.92 123.86 132.58 177.73 253.19 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 5-10í 3-10í 2-10í 2-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-10í 2-10í 2-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 37.48 MX = -3.88 LD= 18 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = 25.62 MX = -3.88 LD= 18 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 213 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 280.14 125.78 110.19 206.37 418.10 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 319.06 231.32 149.49 132.73 193.71 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 3-12í 2-12í 2-12í 2-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-12í 3-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -19.22 MX = 7.63 LD= 20 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -31.06 MX = 7.63 LD= 20 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 214 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 324.27 117.03 0.00 118.57 321.47 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 196.72 118.88 110.19 128.65 205.92 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 3-12í 2-12í 2-12í 2-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 41.42 MX = 0.12 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -39.46 MX = 0.20 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 215 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 296.15 110.60 0.00 110.60 280.18 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 148.29 110.19 110.19 126.50 188.79 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 4-10í 2-10í 2-10í 2-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 38.55 MX = -0.14 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -34.46 MX = -0.02 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 216 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 291.24 151.84 128.19 110.60 163.42 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 110.60 110.60 110.60 110.79 135.84 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 4-10í 2-10í 2-10í 2-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 23.98 MX = -4.32 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = 9.83 MX = -4.32 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================
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STAAD SPACE -- PAGE NO. 172
*** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 217 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS *** ================================================ ============================ B E A M N O. 217 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm Section fails while designing section: 0.0 m m Nominal shear force exceeds tauc_max limit ================================================ ============================ DESIGN LOAD SUMMARY (KN M ET) ------------------------------------------------ ---------------------------- SECTION |FLEXURE (Maxm. Sagging/Hogging moments )| SHEAR (in mm) | P MZ MX Load Case | VY MX Load Case ------------------------------------------------ ---------------------------- 0.0 | 0.00 0.00 0.00 11 | 75.01 -35.42 28 | 0.00 -36.64 -35.42 28 | 50.0 | 0.00 0.00 0.00 11 | 73.54 -35.42 28 | 0.00 -32.93 -35.42 28 | 100.0 | 0.00 0.00 0.00 11 | 72.31 -35.42 28 | 0.00 -29.28 -35.42 28 | 150.0 | 0.00 0.00 0.00 11 | 70.87 -35.42 28 | 0.00 -25.70 -35.42 28 | 200.0 | 0.00 0.00 0.00 11 | 69.47 -35.42 28 | 0.00 -22.19 -35.42 28 | 250.0 | 0.00 0.00 0.00 11 | 68.24 -35.42 28 | 0.00 -18.75 -35.42 28 | 300.0 | 0.00 0.00 0.00 11 | 66.86 -35.42 28 | 0.00 -15.37 -35.42 28 | 350.0 | 0.00 0.00 0.00 11 | 65.52 -35.42 28 | 0.00 -12.06 -35.42 28 | 400.0 | 0.00 0.00 0.00 11 | 64.29 -35.42 28 | 0.00 -8.82 -35.42 28 | 450.0 | 0.00 0.00 0.00 11 | 62.98 -35.42 28 | 0.00 -5.64 -35.42 28 | 500.0 | 0.00 0.00 0.00 11 | 61.70 -35.42 28 | 0.00 -2.52 -35.42 28 | 550.0 | 0.00 0.53 -35.42 28 | 60.47 -35.42 28 | 0.00 -0.76 20.68 31 | 600.0 | 0.00 3.53 -35.42 28 | 59.22 -35.42 28 | 0.00 -0.85 20.68 31 | ================================================ ============================ ================================================ ============================ B E A M N O. 218 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 791.02 163.61 0.00 263.55 994.82 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 378.79 342.31 354.09 511.12 487.81 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 4-16í 3-16í 2-16í 3-16í 5-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 5-10í 5-10í 5-10í 7-10í 7-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -55.45 MX = 0.19 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 219 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 518.32 110.60 0.00 110.60 584.74 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 110.60 179.50 250.09 134.29 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 174
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 3-16í 2-16í 2-16í 2-16í 3-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 3-10í 4-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 37.45 MX = -2.50 LD= 27 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -38.50 MX = -2.50 LD= 27 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 220 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 262.81 110.60 0.00 110.60 379.52 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 110.60 110.60 110.60 110.60 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 4-10í 2-10í 2-10í 2-10í 5-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 29.85 MX = -0.68 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -36.97 MX = -0.31 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 221 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 850.45 262.59 0.00 250.66 853.73 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 496.16 322.56 108.43 286.45 455.86 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 11-10í 4-10í 2-10í 4-10í 11-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-10í 5-10í 3-10í 4-10í 6-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 50.61 MX = -0.22 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT VY = -50.89 MX = 0.51 LD= 27 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================
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================================================ ============================ B E A M N O. 222 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 1105.12 259.72 0.00 251.48 1047.84 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 417.15 353.13 276.85 401.61 423.11 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 10-12í 3-12í 2-12í 3-12í 10-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 4-12í 4-12í 3-12í 4-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 58.02 MX = -0.32 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -56.83 MX = 0.29 LD= 27 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 223 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 353.64 110.60 0.00 126.35 464.20 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 144.32 189.71 164.46 142.12 110.19 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 5-10í 2-10í 2-10í 2-10í 6-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM STA RT SUPPORT VY = 32.80 MX = 2.29 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -39.58 MX = 2.74 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ *** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 224 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS *** ================================================ ============================ B E A M N O. 224 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 1969.53 1691.61 1421.83 1158.94 859.95 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 877.18 574.37 280.44 309.78 349.99 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 10-16í 9-16í 8-16í 6-16í 5-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 8-12í 6-12í 4-12í 4-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 95.30 MX = -22.13 LD= 17 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 225 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 525.03 151.57 0.00 151.57 475.24 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 151.57 195.25 224.43 169.20 151.57 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 7-10í 2-10í 2-10í 2-10í 7-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 52.49 MX = 2.36 LD= 25 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -51.49 MX = 2.52 LD= 26 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 226 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 509.08 151.16 0.00 151.16 579.84 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 151.16 176.13 216.18 169.79 151.16 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 3-16í 2-16í 2-16í 2-16í 3-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 37.05 MX = 4.23 LD= 19 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -44.92 MX = 4.23 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 227 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 397.32 151.16 0.00 151.16 397.71 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 151.16 151.16 173.60 171.91 151.16 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 2-16í 2-16í 2-16í 2-16í 2-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 40.13 MX = -6.17 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -37.36 MX = -3.70 LD= 11 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================
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================================================ ============================ B E A M N O. 228 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 1584.83 304.91 0.00 413.09 1826.81 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 702.61 581.87 517.91 560.36 968.68 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 6-20í 3-20í 2-20í 3-20í 6-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-25í 3-25í 3-25í 3-25í 3-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 72.59 MX = 0.60 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -75.81 MX = 0.33 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 229 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 415.97 151.16 0.00 151.16 399.70 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 151.16 167.28 154.01 181.57 155.54 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 4-12í 2-12í 2-12í 2-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 45.70 MX = -2.86 LD= 26 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -34.07 MX = -4.94 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 230 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 1469.04 312.04 0.00 386.58 1714.66 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 590.97 550.19 396.32 486.39 882.42 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 13-12í 3-12í 2-12í 4-12í 16-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 6-12í 5-12í 4-12í 5-12í 8-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 67.85 MX = 0.40 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT VY = -73.22 MX = 0.38 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 231 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 2124.14 274.86 0.00 213.26 1865.70 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1359.97 507.24 803.56 616.52 1058.25 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 19-12í 3-12í 2-12í 3-12í 17-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-16í 3-16í 4-16í 4-16í 6-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 81.34 MX = 0.49 LD= 27 Provide 2 Legged 12í @ 110 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -77.80 MX = -0.12 LD= 28 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 232 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 476.98 151.57 0.00 151.57 514.87 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 180.27 191.26 151.16 151.16 151.16 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 7-10í 2-10í 2-10í 2-10í 7-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 615.0 mm AWAY FROM STA RT SUPPORT VY = 52.58 MX = -0.95 LD= 18 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -53.71 MX = -1.07 LD= 25 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================
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================================================ ============================ B E A M N O. 233 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 1082.69 319.52 0.00 319.52 1230.19 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 319.52 338.43 523.60 319.52 319.52 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 10-12í 3-12í 2-12í 3-12í 11-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 5-10í 5-10í 7-10í 5-10í 5-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 107.76 MX = -0.98 LD= 18 Provide 2 Legged 12í @ 180 mm c/c SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT VY = -115.81 MX = -1.02 LD= 11 Provide 2 Legged 12í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 234 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 862.58 414.98 319.52 0.00 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 319.52 319.52 343.87 469.89 499.21 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 11-10í 6-10í 5-10í 2-10í 2-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 5-10í 5-10í 5-10í 6-10í 7-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 120 mm c/c @ 130 mm c/c @ 140 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 48.26 MX = -29.06 LD= 28 Provide 2 Legged 12í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 235 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 1038.23 319.52 0.00 319.52 1159.86 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 319.52 347.80 495.80 319.52 319.52 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 6-16í 3-16í 2-16í 3-16í 6-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 5-10í 5-10í 7-10í 5-10í 5-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 106.16 MX = -0.97 LD= 18 Provide 2 Legged 12í @ 180 mm c/c SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT VY = -114.99 MX = -1.05 LD= 11 Provide 2 Legged 12í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 236 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 1068.07 174.10 0.00 289.76 1569.24 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 348.44 581.75 673.41 579.65 401.47 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 4-20í 4-20í 2-20í 4-20í 5-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-12í 6-12í 6-12í 6-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -74.20 MX = -1.34 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 237 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 701.55 301.46 151.57 151.57 269.79 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 151.94 167.90 283.79 234.61 252.20 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 9-10í 4-10í 2-10í 2-10í 4-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 3-10í 4-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM STA RT SUPPORT VY = 36.84 MX = -10.27 LD= 20 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 238 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 189
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 839.31 295.44 139.28 623.30 1371.77 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 792.72 339.91 146.15 522.83 979.65 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 5-16í 3-16í 3-16í 4-16í 7-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-25í 3-25í 3-25í 3-25í 3-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 50.53 MX = -1.86 LD= 20 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -57.88 MX = -0.73 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 239 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 1347.59 436.86 0.00 481.40 1479.42 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 924.98 533.24 314.85 505.17 876.55 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 190
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 18-10í 6-10í 2-10í 7-10í 19-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-20í 3-20í 3-20í 3-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM STA RT SUPPORT VY = 55.19 MX = -0.26 LD= 20 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -58.31 MX = 0.22 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 240 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 1467.50 411.38 0.00 286.30 1148.37 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 578.54 398.25 446.24 469.83 652.05 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 13-12í 4-12í 2-12í 3-12í 11-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 6-12í 4-12í 4-12í 5-12í 6-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 191
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM STA RT SUPPORT VY = 60.27 MX = 0.15 LD= 20 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -54.45 MX = 0.53 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 241 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 0.00 319.52 319.52 423.57 752.82 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 494.99 394.22 319.52 319.52 319.52 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 5-10í 5-10í 6-10í 10-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-10í 6-10í 5-10í 5-10í 5-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 140 mm c/c @ 130 mm c/c @ 130 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM END SUPPORT VY = -36.61 MX = -28.54 LD= 27 Provide 2 Legged 12í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 242 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 192
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 696.84 357.45 139.28 139.28 403.24 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 616.98 396.04 180.27 135.46 302.24 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 9-10í 5-10í 3-10í 3-10í 6-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-20í 3-20í 3-20í 3-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 36.15 MX = -0.69 LD= 20 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 243 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 772.77 231.94 174.10 629.63 1518.26 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 672.43 375.23 253.75 452.26 692.59 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 193
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 4-20í 4-20í 4-20í 4-20í 5-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 9-10í 5-10í 4-10í 6-10í 9-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT VY = -64.17 MX = 1.73 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 244 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 1688.60 295.08 0.00 349.38 1858.54 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 871.58 469.29 774.21 464.34 1074.31 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 6-20í 3-20í 2-20í 3-20í 6-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 12-10í 6-10í 10-10í 6-10í 14-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT
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STAAD SPACE -- PAGE NO. 194
SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 66.62 MX = 0.12 LD= 20 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -69.38 MX = 0.50 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 245 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 1885.17 465.91 0.00 484.97 1954.76 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1039.00 622.04 513.46 578.63 1114.81 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 4-25í 3-25í 2-25í 3-25í 4-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 10-12í 6-12í 5-12í 6-12í 10-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM STA RT SUPPORT VY = 81.81 MX = -0.14 LD= 28 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -85.27 MX = 0.27 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 246 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 195
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 110.60 110.60 110.60 138.37 225.83 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 178.56 132.43 110.19 110.19 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -14.12 MX = 4.78 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -18.27 MX = 4.78 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 247 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 248.64 150.19 157.80 110.60 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 110.19 110.19 112.50 142.18 183.53 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 196
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 4-10í 2-10í 3-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 11.58 MX = -6.32 LD= 20 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = 7.37 MX = -6.32 LD= 20 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 248 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 126.81 110.60 110.60 182.81 284.71 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 268.06 210.43 144.39 110.60 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-10í 3-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = -16.37 MX = 7.96 LD= 20 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -20.57 MX = 7.96 LD= 20 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 249 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 153.05 110.60 110.60 110.60 149.25 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 110.60 110.60 110.60 110.60 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 17.89 MX = 1.03 LD= 18 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -16.30 MX = 1.01 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================
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STAAD SPACE -- PAGE NO. 198
================================================ ============================ B E A M N O. 250 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 112.22 110.60 110.60 110.60 137.91 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 110.60 110.60 110.60 110.60 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 16.26 MX = 0.00 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -14.92 MX = 0.36 LD= 25 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 251 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 199
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 221.93 132.78 110.60 110.60 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 110.60 110.60 110.60 110.60 125.69 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm ------------------------------------------------ ---------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 17.50 MX = -3.70 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = 12.16 MX = -3.70 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ *** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 252 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS *** ================================================ ============================ B E A M N O. 252 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 200
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 150.0 mm 300.0 mm 450.0 mm 600.0 mm ------------------------------------------------ ---------------------------- TOP 514.13 442.00 375.53 322.00 491.79 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 176.39 374.45 234.03 284.93 335.57 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 150.0 mm 300.0 mm 450.0 mm 600.0 mm ------------------------------------------------ ---------------------------- TOP 7-10í 6-10í 5-10í 5-10í 7-10í REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 2-12í 4-12í 3-12í 3-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 10í 2 legged 10í 2 legged 10í 2 legged 10í 2 legged 10í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 27.89 MX = -18.49 LD= 28 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 253 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 365.49 139.28 0.00 139.28 360.47 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 197.48 158.12 180.33 290.95 296.17 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 201
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 5-10í 3-10í 2-10í 3-10í 5-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-10í 3-10í 3-10í 4-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -23.12 MX = 0.48 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 254 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 191.18 110.60 0.00 110.60 222.71 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 110.60 110.60 114.91 110.60 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT
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STAAD SPACE -- PAGE NO. 202
SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 13.93 MX = -1.83 LD= 27 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -15.97 MX = -1.64 LD= 19 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 255 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 110.60 0.00 0.00 110.60 153.08 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 110.60 110.60 110.60 110.60 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 7.66 MX = -0.26 LD= 26 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -15.40 MX = 0.39 LD= 17 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 256 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 233.53 104.46 0.00 104.46 163.44 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 125.88 104.46 104.46 104.46 108.83 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 3-10í 3-10í 2-10í 3-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-10í 3-10í 3-10í 3-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 15.63 MX = -0.75 LD= 20 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT VY = -14.28 MX = 0.16 LD= 27 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 257 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 400.24 112.59 0.00 108.00 395.50 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 194.44 170.05 132.44 150.65 178.68 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 204
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 3-16í 3-16í 2-16í 3-16í 3-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-12í 3-12í 3-12í 3-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 22.54 MX = 0.04 LD= 28 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -23.21 MX = 0.63 LD= 19 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 258 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 110.60 110.60 0.00 110.60 197.77 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 110.60 110.60 110.60 110.60 110.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 205
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM STA RT SUPPORT VY = 10.01 MX = 0.90 LD= 27 Provide 2 Legged 12í @ 90 mm c/c SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT VY = -17.59 MX = 1.47 LD= 11 Provide 2 Legged 12í @ 90 mm c/c ================================================ ============================ *** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 259 IS LESS THAN 2.5. DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A CONTINUOUS BEAM AND AWAY FROM THE CR ITICAL SECTION FOR ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED., OTHERWISE PROVIDE ENSH AND RENSH PAR AMETERS *** ================================================ ============================ B E A M N O. 259 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 873.16 724.26 587.19 459.76 340.32 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 173.07 173.07 173.07 173.07 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm ------------------------------------------------ ---------------------------- TOP 8-12í 7-12í 6-12í 5-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 4-12í 4-12í 4-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 90 mm c/c @ 90 mm c/c @ 100 mm c/c @ 100 mm c/c @ 100 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 52.26 MX = -13.66 LD= 17 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================
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STAAD SPACE -- PAGE NO. 206
================================================ ============================ B E A M N O. 260 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 195.51 151.57 0.00 0.00 151.57 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 151.57 151.57 151.57 151.57 151.57 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 24.90 MX = -0.17 LD= 11 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -18.17 MX = 0.47 LD= 26 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 261 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 207
SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 199.77 151.57 0.00 151.57 273.76 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 151.57 151.57 151.57 151.57 151.57 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 3-10í 2-10í 2-10í 2-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 14.85 MX = 3.30 LD= 19 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -24.85 MX = 3.30 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 262 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 201.29 151.57 151.57 151.57 151.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 151.57 151.57 151.57 151.57 151.57 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 208
SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 19.14 MX = -3.41 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT VY = -8.77 MX = -3.19 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 263 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 591.66 139.28 0.00 162.30 695.06 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 220.27 232.36 234.44 221.09 202.07 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 8-10í 3-10í 2-10í 3-10í 9-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-10í 3-10í 3-10í 3-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ----------------------------
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STAAD SPACE -- PAGE NO. 209
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 30.04 MX = 0.09 LD= 27 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -31.21 MX = -0.15 LD= 20 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 264 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 151.57 151.57 0.00 151.57 151.57 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 151.57 151.57 151.57 151.57 151.57 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 15.33 MX = -0.67 LD= 18 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -13.86 MX = -1.03 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================
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================================================ ============================ B E A M N O. 265 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 480.95 146.53 0.00 151.25 489.58 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 225.76 169.27 139.28 163.07 222.26 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 7-10í 3-10í 2-10í 3-10í 7-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-12í 3-12í 3-12í 3-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 22.43 MX = 0.05 LD= 19 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT VY = -24.03 MX = 0.42 LD= 20 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 266 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 793.81 139.28 0.00 139.28 692.28 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 139.28 225.80 363.79 264.82 139.28 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 4-16í 3-16í 2-16í 3-16í 4-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-10í 3-10í 5-10í 4-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM STA RT SUPPORT VY = 35.56 MX = 0.60 LD= 11 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -33.78 MX = 0.60 LD= 11 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 267 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 160.44 151.57 0.00 151.57 204.54 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 151.57 151.57 151.57 151.57 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 615.0 mm AWAY FROM STA RT SUPPORT VY = 19.88 MX = -0.11 LD= 18 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -22.95 MX = -0.11 LD= 25 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 268 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 681.71 319.52 0.00 319.52 869.12 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 319.52 319.52 467.74 319.52 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 7-12í 3-12í 2-12í 3-12í 8-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 5-10í 5-10í 6-10í 5-10í 2-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 82.57 MX = -3.38 LD= 11 Provide 2 Legged 12í @ 180 mm c/c SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT VY = -95.18 MX = -3.38 LD= 11 Provide 2 Legged 12í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 269 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 623.21 318.90 318.90 0.00 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 317.67 317.67 322.62 395.55 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 3-20í 3-20í 2-20í 2-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-16í 3-16í 3-16í 3-16í 3-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 55.11 MX = -13.64 LD= 28 Provide 2 Legged 12í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 270 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 647.22 319.52 0.00 319.52 756.50 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 319.52 319.52 451.96 319.52 0.00 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm ------------------------------------------------ ---------------------------- TOP 9-10í 5-10í 2-10í 5-10í 10-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-12í 3-12í 4-12í 3-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM STA RT SUPPORT VY = 82.21 MX = -1.96 LD= 11 Provide 2 Legged 12í @ 180 mm c/c SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT VY = -92.78 MX = -1.96 LD= 11 Provide 2 Legged 12í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 271 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 404.83 174.10 0.00 174.10 521.08 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 173.07 218.56 320.22 252.08 173.07 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 6-10í 4-10í 2-10í 4-10í 7-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-12í 4-12í 4-12í 4-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -29.63 MX = -0.66 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 272 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 483.11 180.90 0.00 0.00 151.57 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 0.00 151.16 165.02 151.16 151.16 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm ------------------------------------------------ ---------------------------- TOP 7-10í 3-10í 2-10í 2-10í 2-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT
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SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM STA RT SUPPORT VY = 31.23 MX = -4.78 LD= 20 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 273 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 190.59 139.28 139.28 240.50 511.50 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 206.24 138.46 138.46 138.46 174.72 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 3-10í 3-10í 3-10í 4-10í 7-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-12í 3-12í 3-12í 3-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 19.38 MX = -1.31 LD= 20 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -27.94 MX = -0.17 LD= 27 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 274 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 784.97 212.89 0.00 242.39 915.43 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 339.53 273.95 238.71 233.35 288.19 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 3-20í 3-20í 2-20í 3-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 5-10í 4-10í 4-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM STA RT SUPPORT VY = 36.45 MX = -0.38 LD= 20 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -39.93 MX = -0.17 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 275 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 960.25 199.18 0.00 139.28 581.19 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 139.28 183.40 372.70 285.53 226.98 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm ------------------------------------------------ ---------------------------- TOP 3-25í 3-25í 2-25í 3-25í 3-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-10í 3-10í 5-10í 4-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM STA RT SUPPORT VY = 43.15 MX = 0.74 LD= 11 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT VY = -35.76 MX = 0.78 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 276 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 0.00 0.00 319.52 319.52 382.13 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 367.04 319.52 319.52 319.52 319.52 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm ------------------------------------------------ ---------------------------- TOP 2-10í 2-10í 5-10í 5-10í 5-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 5-10í 5-10í 5-10í 5-10í 5-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM END SUPPORT VY = -49.98 MX = 9.73 LD= 20 Provide 2 Legged 12í @ 180 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 277 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 255.07 139.28 139.28 139.28 139.28 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 161.13 148.52 138.46 138.46 138.46 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm ------------------------------------------------ ---------------------------- TOP 4-10í 3-10í 3-10í 3-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-12í 3-12í 3-12í 3-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 17.47 MX = -0.19 LD= 20 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 278 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2900.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 423.01 174.10 0.00 257.53 807.60 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 323.45 255.59 183.43 201.49 233.59 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm ------------------------------------------------ ---------------------------- TOP 6-10í 4-10í 2-10í 4-10í 11-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-12í 4-12í 4-12í 4-12í 4-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT VY = -43.39 MX = 1.06 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 279 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 1004.57 139.28 0.00 139.28 1180.70 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 138.46 316.27 622.35 246.04 276.94 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm ------------------------------------------------ ---------------------------- TOP 5-16í 3-16í 2-16í 3-16í 6-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-20í 3-20í 3-20í 3-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM STA RT SUPPORT VY = 50.43 MX = 0.69 LD= 11 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -54.92 MX = 0.69 LD= 11 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 280 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 740.67 192.48 0.00 180.29 705.89 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 233.39 203.37 222.08 222.94 254.76 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 10-10í 3-10í 2-10í 3-10í 9-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-10í 3-10í 3-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c ------------------------------------------------ ----------------------------
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM STA RT SUPPORT VY = 36.17 MX = 0.31 LD= 20 Provide 2 Legged 12í @ 120 mm c/c SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT VY = -36.91 MX = 0.07 LD= 19 Provide 2 Legged 12í @ 120 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 446 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 250.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 188.95 188.95 0.00 188.95 188.95 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 188.95 188.95 188.95 188.95 188.95 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 615.0 mm AWAY FROM STA RT SUPPORT VY = 8.66 MX = -0.06 LD= 26 Provide 2 Legged 12í @ 130 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -16.17 MX = -0.42 LD= 25 Provide 2 Legged 12í @ 130 mm c/c ================================================ ============================
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================================================ ============================ B E A M N O. 447 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 250.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 188.95 188.95 0.00 188.95 188.95 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 188.95 188.95 188.95 188.95 188.95 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM STA RT SUPPORT VY = 19.00 MX = -0.15 LD= 27 Provide 2 Legged 12í @ 130 mm c/c SHEAR DESIGN RESULTS AT 490.0 mm AWAY FROM END SUPPORT VY = -18.30 MX = 1.52 LD= 28 Provide 2 Legged 12í @ 130 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 448 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3400.0 mm SIZE: 250.0 mm X 400.0 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 230.70 189.46 0.00 189.46 277.54 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 196.03 188.95 188.95 188.95 188.95 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ---------------------------- SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm ------------------------------------------------ ---------------------------- TOP 3-10í 3-10í 2-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM STA RT SUPPORT VY = 25.57 MX = -0.10 LD= 27 Provide 2 Legged 12í @ 130 mm c/c SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM END SUPPORT VY = -28.04 MX = 1.19 LD= 28 Provide 2 Legged 12í @ 130 mm c/c ================================================ ============================ ================================================ ============================ B E A M N O. 449 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2800.0 mm SIZE: 250.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq. mm) ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 188.95 188.95 0.00 188.95 188.95 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 188.95 188.95 188.95 188.95 188.95 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ------------------------------------------------ ----------------------------
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SUMMARY OF PROVIDED REINF. AREA ------------------------------------------------ ---------------------------- SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm ------------------------------------------------ ---------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c ------------------------------------------------ ---------------------------- SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DE PTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM STA RT SUPPORT VY = 10.62 MX = -0.82 LD= 26 Provide 2 Legged 12í @ 130 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -11.42 MX = -1.77 LD= 27 Provide 2 Legged 12í @ 130 mm c/c ================================================ ============================ ********************END OF BEAM DESIGN RESULTS** ****************** 279. DESIGN COLUMN 281 TO 445
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================================================ ============================ C O L U M N N O. 281 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 282 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 283 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 284 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================
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================================================ ============================ C O L U M N N O. 285 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 286 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 287 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1532.91 Sq.mm. REQD. CONCRETE AREA: 78467.09 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01 %, 1608.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1536.42 Muz1 : 87.76 Muy1 : 35.37 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================
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================================================ ============================ C O L U M N N O. 288 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 2275.35 Sq.mm. REQD. CONCRETE AREA: 77724.65 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14 %, 2513.27 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1757.49 Muz1 : 135.30 Muy1 : 51.40 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 289 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 25 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 892.80 Sq.mm. REQD. CONCRETE AREA: 79107.20 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c
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SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1345.83 Muz1 : 81.47 Muy1 : 35.00 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 290 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 25 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 804.20 Sq.mm. REQD. CONCRETE AREA: 79195.80 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1319.45 Muz1 : 74.60 Muy1 : 32.36 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 291 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 25 SHORT(Z) /BRA CED LONG(Y)
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REQD. STEEL AREA : 682.96 Sq.mm. REQD. CONCRETE AREA: 79317.04 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1283.35 Muz1 : 64.76 Muy1 : 28.55 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 292 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 29 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 563.12 Sq.mm. REQD. CONCRETE AREA: 79436.88 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1247.67 Muz1 : 44.47 Muy1 : 20.22 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================
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================================================ ============================ C O L U M N N O. 293 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 502.75 Sq.mm. REQD. CONCRETE AREA: 79497.25 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1229.69 Muz1 : 42.69 Muy1 : 19.58 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 294 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 362.23 Sq.mm. REQD. CONCRETE AREA: 79637.77 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c
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SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1187.86 Muz1 : 30.29 Muy1 : 14.45 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 295 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 296 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 297 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 298 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================
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================================================ ============================ C O L U M N N O. 299 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 2490.98 Sq.mm. REQD. CONCRETE AREA: 77509.02 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14 %, 2513.27 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1821.69 Muz1 : 139.42 Muy1 : 52.37 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 300 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 20 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1824.14 Sq.mm. REQD. CONCRETE AREA: 78175.86 Sq.mm. MAIN REINFORCEMENT : Provide 4 - 25 dia. (2.45 %, 1963.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c
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SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1623.14 Muz1 : 107.76 Muy1 : 42.48 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 301 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 20 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1535.63 Sq.mm. REQD. CONCRETE AREA: 78464.37 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01 %, 1608.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1537.23 Muz1 : 88.48 Muy1 : 35.64 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 302 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 31 SHORT(Z) /BRA CED LONG(Y)
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REQD. STEEL AREA : 1785.23 Sq.mm. REQD. CONCRETE AREA: 78214.77 Sq.mm. MAIN REINFORCEMENT : Provide 4 - 25 dia. (2.45 %, 1963.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1611.55 Muz1 : 111.65 Muy1 : 43.90 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 303 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 25 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 929.84 Sq.mm. REQD. CONCRETE AREA: 79070.16 Sq.mm. MAIN REINFORCEMENT : Provide 4 - 20 dia. (1.57 %, 1256.64 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1356.86 Muz1 : 84.12 Muy1 : 35.97 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================
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================================================ ============================ C O L U M N N O. 304 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 25 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 921.47 Sq.mm. REQD. CONCRETE AREA: 79078.53 Sq.mm. MAIN REINFORCEMENT : Provide 4 - 20 dia. (1.57 %, 1256.64 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1354.37 Muz1 : 81.06 Muy1 : 34.64 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 305 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 25 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 816.93 Sq.mm. REQD. CONCRETE AREA: 79183.07 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c
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SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1323.24 Muz1 : 72.64 Muy1 : 31.49 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 306 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 29 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 648.99 Sq.mm. REQD. CONCRETE AREA: 79351.01 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1273.24 Muz1 : 52.25 Muy1 : 23.30 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 307 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 29 SHORT(Z) /BRA CED LONG(Y)
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REQD. STEEL AREA : 468.67 Sq.mm. REQD. CONCRETE AREA: 79531.33 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1219.55 Muz1 : 37.96 Muy1 : 17.61 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 308 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 31 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 345.56 Sq.mm. REQD. CONCRETE AREA: 79654.45 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1182.89 Muz1 : 24.60 Muy1 : 12.03 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================
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================================================ ============================ C O L U M N N O. 309 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 31 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1499.50 Sq.mm. REQD. CONCRETE AREA: 78500.50 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01 %, 1608.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1526.48 Muz1 : 100.77 Muy1 : 40.58 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 310 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 25 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 919.18 Sq.mm. REQD. CONCRETE AREA: 79080.82 Sq.mm. MAIN REINFORCEMENT : Provide 4 - 20 dia. (1.57 %, 1256.64 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c
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SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1353.69 Muz1 : 84.08 Muy1 : 35.96 INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 311 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 26 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 884.82 Sq.mm. REQD. CONCRETE AREA: 79115.18 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1343.46 Muz1 : 78.66 Muy1 : 33.74 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 312 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 26 SHORT(Z) /BRA CED LONG(Y)
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REQD. STEEL AREA : 776.22 Sq.mm. REQD. CONCRETE AREA: 79223.78 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1311.12 Muz1 : 69.68 Muy1 : 30.35 INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 313 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 30 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 625.32 Sq.mm. REQD. CONCRETE AREA: 79374.68 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1266.19 Muz1 : 49.72 Muy1 : 22.30 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================
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================================================ ============================ C O L U M N N O. 314 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 30 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 441.66 Sq.mm. REQD. CONCRETE AREA: 79558.34 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1211.50 Muz1 : 35.49 Muy1 : 16.59 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 315 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 31 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 274.12 Sq.mm. REQD. CONCRETE AREA: 79725.88 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c
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SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1161.62 Muz1 : 20.46 Muy1 : 10.23 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 316 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 31 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1704.03 Sq.mm. REQD. CONCRETE AREA: 78295.97 Sq.mm. MAIN REINFORCEMENT : Provide 4 - 25 dia. (2.45 %, 1963.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1587.38 Muz1 : 107.33 Muy1 : 42.51 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 317 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 25 SHORT(Z) /BRA CED LONG(Y)
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REQD. STEEL AREA : 901.00 Sq.mm. REQD. CONCRETE AREA: 79099.00 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1348.27 Muz1 : 84.64 Muy1 : 36.14 INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 318 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 26 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 797.83 Sq.mm. REQD. CONCRETE AREA: 79202.16 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1317.55 Muz1 : 73.20 Muy1 : 31.81 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================
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================================================ ============================ C O L U M N N O. 319 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 26 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 694.60 Sq.mm. REQD. CONCRETE AREA: 79305.40 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1286.82 Muz1 : 64.13 Muy1 : 28.23 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 320 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 30 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 557.96 Sq.mm. REQD. CONCRETE AREA: 79442.04 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c
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SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1246.13 Muz1 : 43.65 Muy1 : 19.89 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 321 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 30 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 386.61 Sq.mm. REQD. CONCRETE AREA: 79613.38 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1195.11 Muz1 : 30.35 Muy1 : 14.45 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 322 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 SHORT(Z) /BRA CED LONG(Y)
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REQD. STEEL AREA : 208.26 Sq.mm. REQD. CONCRETE AREA: 79791.73 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1142.01 Muz1 : 19.37 Muy1 : 9.71 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 323 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 324 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 2328.45 Sq.mm. REQD. CONCRETE AREA: 77671.55 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14 %, 2513.27 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1773.30 Muz1 : 131.61 Muy1 : 48.85 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================
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================================================ ============================ C O L U M N N O. 325 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1951.85 Sq.mm. REQD. CONCRETE AREA: 78048.15 Sq.mm. MAIN REINFORCEMENT : Provide 4 - 25 dia. (2.45 %, 1963.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1661.16 Muz1 : 123.24 Muy1 : 47.36 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 326 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1794.67 Sq.mm. REQD. CONCRETE AREA: 78205.34 Sq.mm. MAIN REINFORCEMENT : Provide 4 - 25 dia. (2.45 %, 1963.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c
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SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1614.36 Muz1 : 117.51 Muy1 : 46.16 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 327 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1504.11 Sq.mm. REQD. CONCRETE AREA: 78495.89 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01 %, 1608.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1527.85 Muz1 : 101.88 Muy1 : 40.99 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 328 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y)
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REQD. STEEL AREA : 1223.54 Sq.mm. REQD. CONCRETE AREA: 78776.46 Sq.mm. MAIN REINFORCEMENT : Provide 4 - 20 dia. (1.57 %, 1256.64 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1444.31 Muz1 : 82.16 Muy1 : 34.01 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 329 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 872.94 Sq.mm. REQD. CONCRETE AREA: 79127.05 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1339.92 Muz1 : 55.50 Muy1 : 24.22 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 330 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================
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================================================ ============================ C O L U M N N O. 331 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 332 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 333 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 334 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================
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================================================ ============================ C O L U M N N O. 335 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 336 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1461.16 Sq.mm. REQD. CONCRETE AREA: 78538.84 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01 %, 1608.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1515.06 Muz1 : 86.29 Muy1 : 34.97 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 337 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================
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================================================ ============================ C O L U M N N O. 338 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 339 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 340 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 341 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================
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================================================ ============================ C O L U M N N O. 342 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1364.76 Sq.mm. REQD. CONCRETE AREA: 78635.24 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01 %, 1608.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1486.36 Muz1 : 92.91 Muy1 : 37.99 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 343 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 20 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 591.64 Sq.mm. REQD. CONCRETE AREA: 79408.36 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c
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SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1256.16 Muz1 : 43.78 Muy1 : 19.89 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 344 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 345 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 346 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 347 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================
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================================================ ============================ C O L U M N N O. 348 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 2337.39 Sq.mm. REQD. CONCRETE AREA: 77662.61 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14 %, 2513.27 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1775.96 Muz1 : 136.63 Muy1 : 51.77 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 349 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1372.58 Sq.mm. REQD. CONCRETE AREA: 78627.41 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01 %, 1608.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c
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SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1488.69 Muz1 : 90.66 Muy1 : 37.07 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 350 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 20 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 511.91 Sq.mm. REQD. CONCRETE AREA: 79488.09 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1232.42 Muz1 : 37.48 Muy1 : 17.35 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 351 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================
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================================================ ============================ C O L U M N N O. 352 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 353 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 354 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 355 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y)
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REQD. STEEL AREA : 3899.47 Sq.mm. REQD. CONCRETE AREA: 121100.52 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 25 dia. (3.14 %, 3926.99 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 250 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2848.57 Muz1 : 285.39 Muy1 : 1 15.42 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 356 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 2622.82 Sq.mm. REQD. CONCRETE AREA: 122377.18 Sq.mm. MAIN REINFORCEMENT : Provide 12 - 20 dia. (3.02 %, 3769.91 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 250 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2468.44 Muz1 : 208.62 Muy1 : 87.76 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================
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================================================ ============================ C O L U M N N O. 357 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 20 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1423.88 Sq.mm. REQD. CONCRETE AREA: 123576.12 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 16 dia. (1.29 %, 1608.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 250 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2111.46 Muz1 : 121.88 Muy1 : 53.71 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 358 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 359 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================
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================================================ ============================ C O L U M N N O. 360 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 361 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 362 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 2186.76 Sq.mm. REQD. CONCRETE AREA: 77813.24 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14 %, 2513.27 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1731.11 Muz1 : 130.50 Muy1 : 50.01 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================
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================================================ ============================ C O L U M N N O. 363 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1465.43 Sq.mm. REQD. CONCRETE AREA: 78534.57 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01 %, 1608.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1516.33 Muz1 : 94.88 Muy1 : 38.48 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 364 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 720.38 Sq.mm. REQD. CONCRETE AREA: 79279.62 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c
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SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1294.49 Muz1 : 48.90 Muy1 : 21.79 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 365 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 366 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 367 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 368 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================
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================================================ ============================ C O L U M N N O. 369 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 3492.24 Sq.mm. REQD. CONCRETE AREA: 121507.76 Sq.mm. MAIN REINFORCEMENT : Provide 12 - 20 dia. (3.02 %, 3769.91 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 250 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2727.31 Muz1 : 265.59 Muy1 : 1 08.65 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 370 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 2602.57 Sq.mm. REQD. CONCRETE AREA: 122397.43 Sq.mm. MAIN REINFORCEMENT : Provide 12 - 20 dia. (3.02 %, 3769.91 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 250 mm c/c
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SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2462.42 Muz1 : 207.42 Muy1 : 87.30 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 371 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1218.56 Sq.mm. REQD. CONCRETE AREA: 123781.45 Sq.mm. MAIN REINFORCEMENT : Provide 12 - 12 dia. (1.09 %, 1357.17 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2050.32 Muz1 : 105.82 Muy1 : 47.22 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 372 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================
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================================================ ============================ C O L U M N N O. 373 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 374 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 375 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 376 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================
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================================================ ============================ C O L U M N N O. 377 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 378 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 19 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1461.69 Sq.mm. REQD. CONCRETE AREA: 78538.31 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01 %, 1608.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1515.22 Muz1 : 87.79 Muy1 : 35.53 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 379 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================
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================================================ ============================ C O L U M N N O. 380 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 381 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 382 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 383 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================
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================================================ ============================ C O L U M N N O. 384 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 19 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1514.08 Sq.mm. REQD. CONCRETE AREA: 78485.92 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01 %, 1608.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1530.82 Muz1 : 102.72 Muy1 : 41.29 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 385 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 19 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 946.37 Sq.mm. REQD. CONCRETE AREA: 79053.62 Sq.mm. MAIN REINFORCEMENT : Provide 4 - 20 dia. (1.57 %, 1256.64 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c
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SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1361.78 Muz1 : 64.87 Muy1 : 27.80 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 386 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 387 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 26 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 2212.20 Sq.mm. REQD. CONCRETE AREA: 77787.80 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14 %, 2513.27 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1738.68 Muz1 : 126.74 Muy1 : 47.53 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================
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================================================ ============================ C O L U M N N O. 388 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 26 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1907.41 Sq.mm. REQD. CONCRETE AREA: 78092.59 Sq.mm. MAIN REINFORCEMENT : Provide 4 - 25 dia. (2.45 %, 1963.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1647.93 Muz1 : 120.59 Muy1 : 46.21 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 389 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 26 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1641.23 Sq.mm. REQD. CONCRETE AREA: 78358.77 Sq.mm. MAIN REINFORCEMENT : Provide 4 - 25 dia. (2.45 %, 1963.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c
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SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1568.67 Muz1 : 112.53 Muy1 : 44.60 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 390 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 26 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1277.19 Sq.mm. REQD. CONCRETE AREA: 78722.80 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01 %, 1608.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1460.28 Muz1 : 96.28 Muy1 : 39.70 INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 391 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 26 SHORT(Z) /BRA CED LONG(Y)
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REQD. STEEL AREA : 759.91 Sq.mm. REQD. CONCRETE AREA: 79240.09 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1306.26 Muz1 : 67.27 Muy1 : 29.36 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 392 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 26 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 342.43 Sq.mm. REQD. CONCRETE AREA: 79657.57 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1181.96 Muz1 : 32.28 Muy1 : 15.33 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 393 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================
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================================================ ============================ C O L U M N N O. 394 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 395 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 396 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 397 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================
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================================================ ============================ C O L U M N N O. 398 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 2267.57 Sq.mm. REQD. CONCRETE AREA: 77732.43 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14 %, 2513.27 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1755.17 Muz1 : 129.65 Muy1 : 49.27 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 399 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1136.99 Sq.mm. REQD. CONCRETE AREA: 78863.01 Sq.mm. MAIN REINFORCEMENT : Provide 4 - 20 dia. (1.57 %, 1256.64 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c
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SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1418.54 Muz1 : 70.75 Muy1 : 29.73 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 400 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 401 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 52 SHO RT COLUMN REQD. STEEL AREA : 3189.22 Sq.mm. REQD. CONCRETE AREA: 176810.78 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79 %, 3216.99 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 255 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3379.59 Muz1 : 346.09 Muy1 : 1 52.52 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 52 Puz : 3387.86 Muz : 347. 94 Muy : 152.81 IR: 1.00
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================================================ ============================ ================================================ ============================ C O L U M N N O. 402 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 104 SHO RT COLUMN REQD. STEEL AREA : 2692.22 Sq.mm. REQD. CONCRETE AREA: 177307.78 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79 %, 3216.99 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 255 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3231.61 Muz1 : 302.60 Muy1 : 1 34.81 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 104 Puz : 3387.86 Muz : 340. 70 Muy : 149.11 IR: 0.90 ================================================ ============================ ================================================ ============================ C O L U M N N O. 403 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 130 SHO RT COLUMN
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REQD. STEEL AREA : 2759.92 Sq.mm. REQD. CONCRETE AREA: 177240.08 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79 %, 3216.99 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 255 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3251.76 Muz1 : 298.63 Muy1 : 1 32.59 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 130 Puz : 3387.86 Muz : 332. 72 Muy : 145.71 IR: 0.91 ================================================ ============================ ================================================ ============================ C O L U M N N O. 404 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 156 SHO RT COLUMN REQD. STEEL AREA : 2610.93 Sq.mm. REQD. CONCRETE AREA: 177389.08 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79 %, 3216.99 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 255 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3207.40 Muz1 : 277.98 Muy1 : 1 23.26 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 156 Puz : 3387.86 Muz : 322. 86 Muy : 141.25 IR: 0.87
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================================================ ============================ ================================================ ============================ C O L U M N N O. 405 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 182 SHO RT COLUMN REQD. STEEL AREA : 2123.60 Sq.mm. REQD. CONCRETE AREA: 177876.41 Sq.mm. MAIN REINFORCEMENT : Provide 20 - 12 dia. (1.26 %, 2261.95 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3062.30 Muz1 : 227.32 Muy1 : 1 01.88 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 182 Puz : 3103.49 Muz : 238. 19 Muy : 106.35 IR: 0.96 ================================================ ============================ ================================================ ============================ C O L U M N N O. 406 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 END JOINT: 208 SHO RT COLUMN
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REQD. STEEL AREA : 1450.82 Sq.mm. REQD. CONCRETE AREA: 178549.19 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 16 dia. (0.89 %, 1608.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 255 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2861.98 Muz1 : 167.98 Muy1 : 76.85 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 28 END JOINT: 208 Puz : 2908.93 Muz : 184. 47 Muy : 82.69 IR: 0.92 ================================================ ============================ ================================================ ============================ C O L U M N N O. 407 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 408 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 409 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit
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================================================ ============================ ================================================ ============================ C O L U M N N O. 410 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 411 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 3379.10 Sq.mm. REQD. CONCRETE AREA: 121620.90 Sq.mm. MAIN REINFORCEMENT : Provide 12 - 20 dia. (3.02 %, 3769.91 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 250 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2693.63 Muz1 : 262.99 Muy1 : 1 07.96 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================
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================================================ ============================ C O L U M N N O. 412 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 2431.17 Sq.mm. REQD. CONCRETE AREA: 122568.83 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 20 dia. (2.01 %, 2513.27 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 250 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2411.38 Muz1 : 201.86 Muy1 : 85.67 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 413 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 1392.00 Sq.mm. REQD. CONCRETE AREA: 123608.00 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 16 dia. (1.29 %, 1608.50 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 250 mm c/c
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SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2101.97 Muz1 : 118.84 Muy1 : 52.46 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 414 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 415 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 END JOINT: 49 SHO RT COLUMN REQD. STEEL AREA : 3865.88 Sq.mm. REQD. CONCRETE AREA: 176134.12 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 25 dia. (2.18 %, 3926.99 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 300 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3581.06 Muz1 : 385.10 Muy1 : 1 64.94 INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 28 END JOINT: 49 Puz : 3599.26 Muz : 395. 73 Muy : 166.02 IR: 0.98
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================================================ ============================ ================================================ ============================ C O L U M N N O. 416 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 31 END JOINT: 101 SHO RT COLUMN REQD. STEEL AREA : 2652.49 Sq.mm. REQD. CONCRETE AREA: 177347.52 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79 %, 3216.99 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 255 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3219.78 Muz1 : 316.08 Muy1 : 1 41.00 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 31 END JOINT: 101 Puz : 3387.86 Muz : 353. 51 Muy : 155.47 IR: 0.90 ================================================ ============================ ================================================ ============================ C O L U M N N O. 417 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 31 END JOINT: 127 SHO RT COLUMN
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REQD. STEEL AREA : 2806.57 Sq.mm. REQD. CONCRETE AREA: 177193.44 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79 %, 3216.99 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 255 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3265.66 Muz1 : 315.80 Muy1 : 1 40.43 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 31 END JOINT: 127 Puz : 3387.86 Muz : 344. 71 Muy : 151.19 IR: 0.92 ================================================ ============================ ================================================ ============================ C O L U M N N O. 418 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 31 END JOINT: 153 SHO RT COLUMN REQD. STEEL AREA : 2691.72 Sq.mm. REQD. CONCRETE AREA: 177308.28 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79 %, 3216.99 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 255 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3231.46 Muz1 : 294.53 Muy1 : 1 30.99 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 31 END JOINT: 153 Puz : 3387.86 Muz : 333. 49 Muy : 146.00 IR: 0.90
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================================================ ============================ ================================================ ============================ C O L U M N N O. 419 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 31 END JOINT: 179 SHO RT COLUMN REQD. STEEL AREA : 2155.83 Sq.mm. REQD. CONCRETE AREA: 177844.17 Sq.mm. MAIN REINFORCEMENT : Provide 20 - 12 dia. (1.26 %, 2261.95 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3071.90 Muz1 : 237.87 Muy1 : 1 06.66 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 31 END JOINT: 179 Puz : 3103.49 Muz : 246. 05 Muy : 110.05 IR: 0.97 ================================================ ============================ ================================================ ============================ C O L U M N N O. 420 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 19 END JOINT: 205 SHO RT COLUMN
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REQD. STEEL AREA : 1755.32 Sq.mm. REQD. CONCRETE AREA: 178244.69 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 12 dia. (1.01 %, 1809.56 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2952.65 Muz1 : 201.19 Muy1 : 91.20 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 19 END JOINT: 205 Puz : 2968.80 Muz : 205. 98 Muy : 92.91 IR: 0.98 ================================================ ============================ ================================================ ============================ C O L U M N N O. 421 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 422 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 423 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit
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================================================ ============================ ================================================ ============================ C O L U M N N O. 424 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 425 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 426 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 2182.27 Sq.mm. REQD. CONCRETE AREA: 77817.73 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14 %, 2513.27 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 200 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1729.77 Muz1 : 126.90 Muy1 : 48.50 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================
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================================================ ============================ C O L U M N N O. 427 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 SHORT(Z) /BRA CED LONG(Y) REQD. STEEL AREA : 770.10 Sq.mm. REQD. CONCRETE AREA: 79229.90 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1309.30 Muz1 : 54.76 Muy1 : 24.09 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) ================================================ ============================ ================================================ ============================ C O L U M N N O. 428 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================
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================================================ ============================ C O L U M N N O. 429 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 END JOINT: 46 SHO RT COLUMN REQD. STEEL AREA : 4130.07 Sq.mm. REQD. CONCRETE AREA: 175869.94 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 20 dia. (2.79 %, 5026.55 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 300 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3659.73 Muz1 : 397.35 Muy1 : 1 69.38 INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 46 Puz : 3926.66 Muz : 479. 43 Muy : 202.30 IR: 0.88 ================================================ ============================ ================================================ ============================ C O L U M N N O. 430 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 98 SHO RT COLUMN
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REQD. STEEL AREA : 3197.87 Sq.mm. REQD. CONCRETE AREA: 176802.12 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79 %, 3216.99 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 255 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3382.17 Muz1 : 353.13 Muy1 : 1 55.36 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 98 Puz : 3387.86 Muz : 353. 81 Muy : 155.60 IR: 1.00 ================================================ ============================ ================================================ ============================ C O L U M N N O. 431 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 124 SHO RT COLUMN REQD. STEEL AREA : 3328.08 Sq.mm. REQD. CONCRETE AREA: 176671.92 Sq.mm. MAIN REINFORCEMENT : Provide 12 - 20 dia. (2.09 %, 3769.91 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 300 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3420.94 Muz1 : 350.64 Muy1 : 1 54.11 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 124 Puz : 3552.49 Muz : 383. 36 Muy : 165.71 IR: 0.92
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================================================ ============================ ================================================ ============================ C O L U M N N O. 432 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 150 SHO RT COLUMN REQD. STEEL AREA : 3144.37 Sq.mm. REQD. CONCRETE AREA: 176855.62 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79 %, 3216.99 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 255 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3366.24 Muz1 : 323.98 Muy1 : 1 42.62 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 150 Puz : 3387.86 Muz : 330. 62 Muy : 144.88 IR: 0.98 ================================================ ============================ ================================================ ============================ C O L U M N N O. 433 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 176 SHO RT COLUMN
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REQD. STEEL AREA : 2511.20 Sq.mm. REQD. CONCRETE AREA: 177488.80 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 20 dia. (1.40 %, 2513.27 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 300 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3177.71 Muz1 : 260.37 Muy1 : 1 15.65 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 176 Puz : 3178.33 Muz : 270. 34 Muy : 117.44 IR: 0.98 ================================================ ============================ ================================================ ============================ C O L U M N N O. 434 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 END JOINT: 202 SHO RT COLUMN REQD. STEEL AREA : 1770.46 Sq.mm. REQD. CONCRETE AREA: 178229.55 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 12 dia. (1.01 %, 1809.56 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2957.15 Muz1 : 189.58 Muy1 : 85.70 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 28 END JOINT: 202 Puz : 2968.80 Muz : 193. 95 Muy : 87.15 IR: 0.98
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================================================ ============================ ================================================ ============================ C O L U M N N O. 435 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** SECTION IS NOT ADEQUATE Reinforcement % exceeds maximum limit ================================================ ============================ ================================================ ============================ C O L U M N N O. 436 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 50 SHO RT COLUMN REQD. STEEL AREA : 5116.69 Sq.mm. REQD. CONCRETE AREA: 174883.31 Sq.mm. MAIN REINFORCEMENT : Provide 12 - 25 dia. (3.27 %, 5890.49 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 300 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3953.49 Muz1 : 472.07 Muy1 : 2 00.31 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 50 Puz : 4183.89 Muz : 525. 87 Muy : 217.95 IR: 0.92 ================================================ ============================
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================================================ ============================ C O L U M N N O. 437 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 102 SHO RT COLUMN REQD. STEEL AREA : 4402.43 Sq.mm. REQD. CONCRETE AREA: 175597.58 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 20 dia. (2.79 %, 5026.55 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 300 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3740.82 Muz1 : 420.28 Muy1 : 1 80.82 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 102 Puz : 3926.66 Muz : 461. 21 Muy : 195.73 IR: 0.92 ================================================ ============================ ================================================ ============================ C O L U M N N O. 438 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 128 SHO RT COLUMN
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REQD. STEEL AREA : 4196.61 Sq.mm. REQD. CONCRETE AREA: 175803.39 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 20 dia. (2.79 %, 5026.55 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 300 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3679.54 Muz1 : 401.53 Muy1 : 1 73.43 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 128 Puz : 3926.66 Muz : 457. 57 Muy : 194.00 IR: 0.89 ================================================ ============================ ================================================ ============================ C O L U M N N O. 439 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 154 SHO RT COLUMN REQD. STEEL AREA : 3625.23 Sq.mm. REQD. CONCRETE AREA: 176374.77 Sq.mm. MAIN REINFORCEMENT : Provide 12 - 20 dia. (2.09 %, 3769.91 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 300 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3509.41 Muz1 : 354.87 Muy1 : 1 54.69 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 154 Puz : 3552.49 Muz : 367. 19 Muy : 158.22 IR: 0.98
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================================================ ============================ ================================================ ============================ C O L U M N N O. 440 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 180 SHO RT COLUMN REQD. STEEL AREA : 2653.09 Sq.mm. REQD. CONCRETE AREA: 177346.91 Sq.mm. MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79 %, 3216.99 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 255 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 3219.96 Muz1 : 274.23 Muy1 : 1 21.43 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 180 Puz : 3387.86 Muz : 316. 30 Muy : 138.09 IR: 0.88 ================================================ ============================ ================================================ ============================ C O L U M N N O. 441 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 32 END JOINT: 206 SHO RT COLUMN
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REQD. STEEL AREA : 1102.59 Sq.mm. REQD. CONCRETE AREA: 137824.36 Sq.mm. MAIN REINFORCEMENT : Provide 12 - 12 dia. (0.75 %, 1357.17 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2758.30 Muz1 : 131.53 Muy1 : 61.11 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 32 END JOINT: 206 Puz : 2834.10 Muz : 154. 29 Muy : 70.46 IR: 0.86 ================================================ ============================ ================================================ ============================ C O L U M N N O. 442 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2400.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 END JOINT: 211 SHO RT COLUMN REQD. STEEL AREA : 383.33 Sq.mm. REQD. CONCRETE AREA: 47916.84 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (0.72 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1801.64 Muz1 : 37.13 Muy1 : 18.38 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 28 END JOINT: 211 Puz : 1956.90 Muz : 75. 39 Muy : 34.50 IR: 0.53
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================================================ ============================ ================================================ ============================ C O L U M N N O. 443 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2400.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 28 END JOINT: 212 SHO RT COLUMN REQD. STEEL AREA : 675.82 Sq.mm. REQD. CONCRETE AREA: 84477.63 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (0.50 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2631.23 Muz1 : 77.77 Muy1 : 37.50 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 28 END JOINT: 212 Puz : 2699.40 Muz : 98. 44 Muy : 46.38 IR: 0.80 ================================================ ============================ ================================================ ============================ C O L U M N N O. 444 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2400.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 END JOINT: 210 SHO RT COLUMN
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STAAD SPACE -- PAGE NO. 300
REQD. STEEL AREA : 362.04 Sq.mm. REQD. CONCRETE AREA: 79637.96 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 1187.80 Muz1 : 27.20 Muy1 : 13.13 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 27 END JOINT: 210 Puz : 1349.40 Muz : 56. 92 Muy : 24.52 IR: 0.53 ================================================ ============================ ================================================ ============================ C O L U M N N O. 445 D E S I G N R E S U L T S M30 Fe415 (Main) Fe415 (Sec.) LENGTH: 2400.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 27 END JOINT: 209 TEN SION COLUMN REQD. STEEL AREA : 659.98 Sq.mm. REQD. CONCRETE AREA: 82498.05 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 12 dia. (0.50 %, 904.78 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangu lar ties @ 190 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ------------------------------------------------ ---------- Puz : 2626.51 Muz1 : 75.84 Muy1 : 36.63 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456: 2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ------------------------------------------------ ---------- WORST LOAD CASE: 27 END JOINT: 209 Puz : 2699.40 Muz : 97. 96 Muy : 46.17 IR: 0.79
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================================================ ============================ ********************END OF COLUMN DESIGN RESULTS ******************** 280. FC 25000 ALL 281. END CONCRETE DESIGN 282. FINISH *********** END OF THE STAAD.Pro RUN * ********** **** DATE= APR 19,2010 TIME= 14:11 :57 **** ****************************************** ****************** * For questions on STAAD.Pro, plea se contact * * Research Engineers Offices at the foll owing locations * * * * Telephone E mail * * USA: +1 (714)974-2500 suppor [email protected] * * CANADA +1 (905)632-4771 detech @odandetech.com * * CANADA +1 (604)629 6087 staad@ dowco.com * * UK +44(1454)207-000 suppor [email protected] * * FRANCE +33(0)1 64551084 suppor [email protected] * * GERMANY +49/931/40468-71 info@r eig.de * * NORWAY +47 67 57 21 30 staad@ edr.no * * SINGAPORE +65 6225-6015/16 suppor [email protected] * * INDIA +91(033)2357-3575 support@cal cutta.reiusa.com * * JAPAN +81(03)5952-6500 eng-ey [email protected] * * CHINA +86(411)363-1983 suppor [email protected] * * THAILAND +66(0)2645-1018/19 support @thai.reiusa.com * * * * North America support @reiusa.com * * Europe support @reel.co.uk * * Asia support @reiasia.net * ****************************************** ******************
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