FRAME 1 COMPUTATION OF DEAD LOADS Column: b= 0.45 h= 0.45 L1= 3.5 L2= 3 n= 9 Beam: b= 0.3 h= 0.5 L= 29.7 E= 0 Slab: t= 0.15 A= 28 Wall: t= 0.1 L1= 3.5 L= 29.7 L2= 3 External Wall= 2.84 kPa Ground Floor Column= unit weight x b x h x (L1/2) x n = 23.54 x 0.45 x 0.45 x 1.75 x 9 = Slab= unit weight x t x A = 23.54 x 0.15 x 28 = Wall= unit weight x t x L x (L1/2) = 2.84 x 29.7 x 1.75 = + Second Floor to 3rd Floor Column= unit weight x b x h x (L1/2 + L2/2) x n = 23.54 x 0.45 x 0.45 x 3.25 x 9 = Beam= unit weight x b x h x L = 23.54 x 0.3 x 0.5 x 29.7 = Slab= unit weight x t x A = 23.54 x 0.15 x 28 = Wall= unit weight x t x Lx (L1/2 + L2/2) = 2.84 x 29.7 x 3.25 = + ÷ Distributed Load Roof Deck Column= unit weight x b x h x (L1/2 +E) x n = 23.54 x 0.45 x 0.45 x 1.75 x 9 = Beam= unit weight x b x h x L = 23.54 x 0.3 x 0.5 x 29.7 = Slab= unit weight x t x A = 23.54 x 0.15 x 28 = Wall= unit weight x t x Lx (L2/2 +E) = 2.84 x 29.7 x 2.8 = ÷ Distributed Load
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FRAME 1
COMPUTATION OF DEAD LOADS
Column: b= 0.45 h= 0.45 L1= 3.5 L2= 3 n= 9Beam: b= 0.3 h= 0.5 L= 29.7 E= 0Slab: t= 0.15 A= 28Wall: t= 0.1 L1= 3.5 L= 29.7 L2= 3External Wall= 2.84 kPa
Ground FloorColumn= unit weight x b x h x (L1/2) x n = 23.54 x 0.45 x 0.45 x 1.75 x 9 = 75.0779 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 28 = 98.868 kNWall= unit weight x t x L x (L1/2)
= 2.84 x 29.7 x 1.75 = 147.609 kN
321.555 kN+ 10%
353.71 kN
Second Floor to 3rd FloorColumn= unit weight x b x h x (L1/2 + L2/2) x n = 23.54 x 0.45 x 0.45 x 3.25 x 9 = 139.43 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 29.7 = 104.871 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 28 = 98.868 kNWall= unit weight x t x Lx (L1/2 + L2/2)
= 2.84 x 29.7 x 3.25 = 274.131 kN617.3 kN
+ 10%679.03 kN
÷ 29.7 mDistributed Load 22.863 kN/m
Roof DeckColumn= unit weight x b x h x (L1/2 +E) x n = 23.54 x 0.45 x 0.45 x 1.75 x 9 = 75.0779 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 29.7 = 104.871 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 28 = 98.868 kNWall= unit weight x t x Lx (L2/2 +E)
= 2.84 x 29.7 x 2.8 = 236.174 kN514.991 kN
÷ 29.7 mDistributed Load 17.3398 kN/m
DEAD LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 514.9909875 17.3397638888889Fifth Floor 679.03006875 22.8629652777778Fourth Floor 679.03006875 22.8629652777778Third Floor 679.03006875 22.8629652777778Second Floor 679.03006875 22.8629652777778Ground Floor 353.71037625
COMPUTATION OF LIVE LOADS
FACILITY FACTORED LOAD(kPa)Classroom 1.9Library 2.9Corridor-above ground floor 3.8Ground floor corridor 4.8Dining room(Canteen) 4.8Office 2.4
SECTION 1-2 & 12-13
L= 7.5 A1= 0 A2= 12.48
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 12.48 = 29.952 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 12.48 = 23.712 kN÷ 7.5 m
Distributed Load 3.1616 kN/m
SECTION 2-3 & 11-12
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Corridor= 4.8 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 4.8 x 1.56 = 7.488 kNSecond Floor to Fifth Floor
0 kPaCorridor= 3.8 kPa
LL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 3.8 x 1.56 = 5.928 kN÷ 2.5 m
Distributed Load 2.3712 kN/m
SECTION 3-4 & 10-11
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 1.56 = 3.744 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 1.56 = 2.964 kN÷ 2.5 m
Distributed Load 1.1856 kN/m
SECTION 4-5 & 9-10
L= 5 A1= 0 A2= 6.25
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 6.25 = 15 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 6.25 = 11.875 kN÷ 5 m
Distributed Load 2.375 kN/m
TOTAL LIVE LOAD SUMMARY
TOTAL LIVE LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 28 0.942760942760943
Fifth Floor 88.958 2.5417Fourth Floor 88.958 2.5417Third Floor 88.958 2.5417Second Floor 88.958 2.5417
FRAME 2
COMPUTATION OF DEAD LOADS
Column: b= 0.45 h= 0.45 L1= 3.5 L2= 3 n= 10Beam: b= 0.3 h= 0.5 L= 32.2 E= 0Slab: t= 0.15 A= 60.9Wall: t= 0.1 L1= 3.5 L= 21 L2= 3External Wall= 3.45 kPa
Ground FloorColumn= unit weight x b x h x (L1/2) x n = 23.54 x 0.45 x 0.45 x 1.75 x 10 = 83.4199 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 60.9 = 215.038 kNWall= unit weight x t x L x (L1/2)
= 3.45 x 21 x 1.75 = 126.788 kN
425.245 kN+ 10%
467.77 kN
Second Floor to 3rd FloorColumn= unit weight x b x h x (L1/2 + L2/2) x n = 23.54 x 0.45 x 0.45 x 3.25 x 10 = 154.923 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 32.2 = 113.698 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 60.9 = 215.038 kNWall= unit weight x t x Lx (L1/2 + L2/2)
= 3.45 x 21 x 3.25 = 235.463 kN719.121 kN
+ 10%791.033 kN
÷ 21 mDistributed Load 37.6683 kN/m
Roof DeckColumn= unit weight x b x h x (L1/2 +E) x n = 23.54 x 0.45 x 0.45 x 1.75 x 10 = 83.4199 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 32.2 = 113.698 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 60.9 = 215.038 kNWall= unit weight x t x Lx (L2/2 +E)
= 3.45 x 21 x 2.8 = 202.86 kN615.016 kN
÷ 21 mDistributed Load 29.2865 kN/m
DEAD LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 615.015975 29.286475Fifth Floor 791.0333475 37.6682546428571Fourth Floor 791.0333475 37.6682546428571Third Floor 791.0333475 37.6682546428571Second Floor 791.0333475 37.6682546428571Ground Floor 467.7698025
COMPUTATION OF LIVE LOADS
FACILITY FACTORED LOAD(kPa)Classroom 1.9Library 2.9Corridor-above ground floor 3.8Ground floor corridor 4.8Dining room(Canteen) 4.8Office 2.4
SECTION 1-2 & 12-13
L= 7.5 A1= 0 A2= 12.48
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 12.48 = 29.952 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 12.48 = 23.712 kN÷ 7.5 m
Distributed Load 3.1616 kN/m
SECTION 2-3 & 11-12
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Corridor= 4.8 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 4.8 x 1.56 = 7.488 kNSecond Floor to Fifth Floor
0 kPaCorridor= 3.8 kPa
LL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 3.8 x 1.56 = 5.928 kN÷ 2.5 m
Distributed Load 2.3712 kN/m
SECTION 3-4 & 10-11
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 1.56 = 3.744 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 1.56 = 2.964 kN÷ 2.5 m
Distributed Load 1.1856 kN/m
SECTION 4-5 & 9-10
L= 5 A1= 0 A2= 6.25
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 6.25 = 15 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 6.25 = 11.875 kN÷ 5 m
Distributed Load 2.375 kN/m
TOTAL LIVE LOAD SUMMARY
TOTAL LIVE LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 60.9 2.9
Fifth Floor 88.958 2.5417Fourth Floor 88.958 2.5417Third Floor 88.958 2.5417Second Floor 88.958 2.5417
FRAME 3
COMPUTATION OF DEAD LOADS
Column: b= 0.45 h= 0.45 L1= 3.5 L2= 3 n= 8Beam: b= 0.3 h= 0.5 L= 25.9 E= 0Slab: t= 0.15 A= 41.8Wall: t= 0.1 L1= 3.5 L= 27 L2= 3External Wall= 3.45 kPa
Ground FloorColumn= unit weight x b x h x (L1/2) x n = 23.54 x 0.45 x 0.45 x 1.75 x 8 = 66.7359 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 41.8 = 147.596 kNWall= unit weight x t x L x (L1/2)
= 3.45 x 27 x 1.75 = 163.013 kN
377.344 kN+ 10%
415.079 kN
Second Floor to 3rd FloorColumn= unit weight x b x h x (L1/2 + L2/2) x n = 23.54 x 0.45 x 0.45 x 3.25 x 8 = 123.938 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 25.9 = 91.4529 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 41.8 = 147.596 kNWall= unit weight x t x Lx (L1/2 + L2/2)
= 3.45 x 27 x 3.25 = 302.738 kN665.724 kN
+ 10%732.297 kN
÷ 27 mDistributed Load 27.1221 kN/m
Roof DeckColumn= unit weight x b x h x (L1/2 +E) x n = 23.54 x 0.45 x 0.45 x 1.75 x 8 = 66.7359 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 25.9 = 91.4529 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 41.8 = 147.596 kNWall= unit weight x t x Lx (L2/2 +E)
= 3.45 x 27 x 2.8 = 260.82 kN566.605 kN
÷ 27 mDistributed Load 20.9854 kN/m
DEAD LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 566.6046 20.9853555555556Fifth Floor 732.29673 27.1221011111111Fourth Floor 732.29673 27.1221011111111Third Floor 732.29673 27.1221011111111Second Floor 732.29673 27.1221011111111Ground Floor 415.07862
COMPUTATION OF LIVE LOADS
FACILITY FACTORED LOAD(kPa)Classroom 1.9Library 2.9Corridor-above ground floor 3.8Ground floor corridor 4.8Dining room(Canteen) 4.8Office 2.4
SECTION 1-2 & 12-13
L= 7.5 A1= 0 A2= 12.48
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 12.48 = 29.952 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 12.48 = 23.712 kN÷ 7.5 m
Distributed Load 3.1616 kN/m
SECTION 2-3 & 11-12
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Corridor= 4.8 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 4.8 x 1.56 = 7.488 kNSecond Floor to Fifth Floor
0 kPaCorridor= 3.8 kPa
LL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 3.8 x 1.56 = 5.928 kN÷ 2.5 m
Distributed Load 2.3712 kN/m
SECTION 3-4 & 10-11
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 1.56 = 3.744 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 1.56 = 2.964 kN÷ 2.5 m
Distributed Load 1.1856 kN/m
SECTION 4-5 & 9-10
L= 5 A1= 0 A2= 6.25
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 6.25 = 15 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 6.25 = 11.875 kN÷ 5 m
Distributed Load 2.375 kN/m
TOTAL LIVE LOAD SUMMARY
TOTAL LIVE LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 41.8 1.54814814814815
Fifth Floor 88.958 2.5417Fourth Floor 88.958 2.5417Third Floor 88.958 2.5417Second Floor 88.958 2.5417
FRAME 4
COMPUTATION OF DEAD LOADS
Column: b= 0.45 h= 0.45 L1= 3.5 L2= 3 n= 8Beam: b= 0.3 h= 0.5 L= 25.9 E= 0Slab: t= 0.15 A= 38.4Wall: t= 0.1 L1= 3.5 L= 0 L2= 3External Wall= 3.45 kPa
Ground FloorColumn= unit weight x b x h x (L1/2) x n = 23.54 x 0.45 x 0.45 x 1.75 x 8 = 66.7359 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 38.4 = 135.59 kNWall= unit weight x t x L x (L1/2)
= 3.45 x 0 x 1.75 = 0 kN
202.326 kN+ 10%
222.559 kN
Second Floor to 3rd FloorColumn= unit weight x b x h x (L1/2 + L2/2) x n = 23.54 x 0.45 x 0.45 x 3.25 x 8 = 123.938 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 25.9 = 91.4529 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 38.4 = 135.59 kNWall= unit weight x t x Lx (L1/2 + L2/2)
= 3.45 x 0 x 3.25 = 0 kN350.981 kN
+ 10%386.08 kN
÷ 0 mDistributed Load ### kN/m
Roof DeckColumn= unit weight x b x h x (L1/2 +E) x n = 23.54 x 0.45 x 0.45 x 1.75 x 8 = 66.7359 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 25.9 = 91.4529 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 38.4 = 135.59 kNWall= unit weight x t x Lx (L2/2 +E)
= 3.45 x 0 x 2.8 = 0 kN293.779 kN
÷ 0 mDistributed Load ### kN/m
DEAD LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 293.7792 #DIV/0!Fifth Floor 386.07954 #DIV/0!Fourth Floor 386.07954 #DIV/0!Third Floor 386.07954 #DIV/0!Second Floor 386.07954 #DIV/0!Ground Floor 222.55893
COMPUTATION OF LIVE LOADS
FACILITY FACTORED LOAD(kPa)Classroom 1.9Library 2.9Corridor-above ground floor 3.8Ground floor corridor 4.8Dining room(Canteen) 4.8Office 2.4
SECTION 1-2 & 12-13
L= 7.5 A1= 0 A2= 12.48
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 12.48 = 29.952 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 12.48 = 23.712 kN÷ 7.5 m
Distributed Load 3.1616 kN/m
SECTION 2-3 & 11-12
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Corridor= 4.8 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 4.8 x 1.56 = 7.488 kNSecond Floor to Fifth Floor
0 kPaCorridor= 3.8 kPa
LL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 3.8 x 1.56 = 5.928 kN÷ 2.5 m
Distributed Load 2.3712 kN/m
SECTION 3-4 & 10-11
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 1.56 = 3.744 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 1.56 = 2.964 kN÷ 2.5 m
Distributed Load 1.1856 kN/m
SECTION 4-5 & 9-10
L= 5 A1= 0 A2= 6.25
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 6.25 = 15 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 6.25 = 11.875 kN÷ 5 m
Distributed Load 2.375 kN/m
TOTAL LIVE LOAD SUMMARY
TOTAL LIVE LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 38.4 #DIV/0!
Fifth Floor 88.958 2.5417Fourth Floor 88.958 2.5417Third Floor 88.958 2.5417Second Floor 88.958 2.5417
FRAME 5
COMPUTATION OF DEAD LOADS
Column: b= 0.45 h= 0.45 L1= 3.5 L2= 3 n= 8Beam: b= 0.3 h= 0.5 L= 25.9 E= 0Slab: t= 0.15 A= 24.7Wall: t= 0.1 L1= 3.5 L= 25.9 L2= 3External Wall= 3.45 kPa
Ground FloorColumn= unit weight x b x h x (L1/2) x n = 23.54 x 0.45 x 0.45 x 1.75 x 8 = 66.7359 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 24.7 = 87.2157 kNWall= unit weight x t x L x (L1/2)
= 3.45 x 25.9 x 1.75 = 156.371 kN
310.323 kN+ 10%
341.355 kN
Second Floor to 3rd FloorColumn= unit weight x b x h x (L1/2 + L2/2) x n = 23.54 x 0.45 x 0.45 x 3.25 x 8 = 123.938 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 25.9 = 91.4529 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 24.7 = 87.2157 kNWall= unit weight x t x Lx (L1/2 + L2/2)
= 3.45 x 25.9 x 3.25 = 290.404 kN593.01 kN
+ 10%652.311 kN
÷ 25.9 mDistributed Load 25.1858 kN/m
Roof DeckColumn= unit weight x b x h x (L1/2 +E) x n = 23.54 x 0.45 x 0.45 x 1.75 x 8 = 66.7359 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 25.9 = 91.4529 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 24.7 = 87.2157 kNWall= unit weight x t x Lx (L2/2 +E)
= 3.45 x 25.9 x 2.8 = 250.194 kN495.598 kN
÷ 25.9 mDistributed Load 19.1351 kN/m
DEAD LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 495.5985 19.1350772200772Fifth Floor 652.311495 25.185772007722Fourth Floor 652.311495 25.185772007722Third Floor 652.311495 25.185772007722Second Floor 652.311495 25.185772007722Ground Floor 341.355135
COMPUTATION OF LIVE LOADS
FACILITY FACTORED LOAD(kPa)Classroom 1.9Library 2.9Corridor-above ground floor 3.8Ground floor corridor 4.8Dining room(Canteen) 4.8Office 2.4
SECTION 1-2 & 12-13
L= 7.5 A1= 0 A2= 12.48
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 12.48 = 29.952 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 12.48 = 23.712 kN÷ 7.5 m
Distributed Load 3.1616 kN/m
SECTION 2-3 & 11-12
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Corridor= 4.8 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 4.8 x 1.56 = 7.488 kNSecond Floor to Fifth Floor
0 kPaCorridor= 3.8 kPa
LL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 3.8 x 1.56 = 5.928 kN÷ 2.5 m
Distributed Load 2.3712 kN/m
SECTION 3-4 & 10-11
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 1.56 = 3.744 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 1.56 = 2.964 kN÷ 2.5 m
Distributed Load 1.1856 kN/m
SECTION 4-5 & 9-10
L= 5 A1= 0 A2= 6.25
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 6.25 = 15 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 6.25 = 11.875 kN÷ 5 m
Distributed Load 2.375 kN/m
TOTAL LIVE LOAD SUMMARY
TOTAL LIVE LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 24.7 0.953667953667954
Fifth Floor 88.958 2.5417Fourth Floor 88.958 2.5417Third Floor 88.958 2.5417Second Floor 88.958 2.5417
FRAME B
COMPUTATION OF DEAD LOADS
Column: b= 0.45 h= 0.45 L1= 3.5 L2= 3 n= 3Beam: b= 0.3 h= 0.5 L= 10.6 E= 0Slab: t= 0.15 A= 23.3Wall: t= 0.1 L1= 3.5 L= 3 L2= 3External Wall= 3.45 kPa
Ground FloorColumn= unit weight x b x h x (L1/2) x n = 23.54 x 0.45 x 0.45 x 1.75 x 3 = 25.026 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 23.3 = 82.2723 kNWall= unit weight x t x L x (L1/2)
= 3.45 x 3 x 1.75 = 18.1125 kN
125.411 kN+ 10%
137.952 kN
Second Floor to 3rd FloorColumn= unit weight x b x h x (L1/2 + L2/2) x n = 23.54 x 0.45 x 0.45 x 3.25 x 3 = 46.4768 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 10.6 = 37.4286 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 23.3 = 82.2723 kNWall= unit weight x t x Lx (L1/2 + L2/2)
= 3.45 x 3 x 3.25 = 33.6375 kN199.815 kN
+ 10%219.797 kN
÷ 3 mDistributed Load 73.2656 kN/m
Roof DeckColumn= unit weight x b x h x (L1/2 +E) x n = 23.54 x 0.45 x 0.45 x 1.75 x 3 = 25.026 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 10.6 = 37.4286 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 23.3 = 82.2723 kNWall= unit weight x t x Lx (L2/2 +E)
= 3.45 x 3 x 2.8 = 28.98 kN173.707 kN
÷ 3 mDistributed Load 57.9023 kN/m
DEAD LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 173.7068625 57.9022875Fifth Floor 219.79670625 73.26556875Fourth Floor 219.79670625 73.26556875Third Floor 219.79670625 73.26556875Second Floor 219.79670625 73.26556875Ground Floor 137.95183875
COMPUTATION OF LIVE LOADS
FACILITY FACTORED LOAD(kPa)Classroom 1.9Library 2.9Corridor-above ground floor 3.8Ground floor corridor 4.8Dining room(Canteen) 4.8Office 2.4
SECTION 1-2 & 12-13
L= 7.5 A1= 0 A2= 12.48
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 12.48 = 29.952 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 12.48 = 23.712 kN÷ 7.5 m
Distributed Load 3.1616 kN/m
SECTION 2-3 & 11-12
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Corridor= 4.8 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 4.8 x 1.56 = 7.488 kNSecond Floor to Fifth Floor
0 kPaCorridor= 3.8 kPa
LL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 3.8 x 1.56 = 5.928 kN÷ 2.5 m
Distributed Load 2.3712 kN/m
SECTION 3-4 & 10-11
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 1.56 = 3.744 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 1.56 = 2.964 kN÷ 2.5 m
Distributed Load 1.1856 kN/m
SECTION 4-5 & 9-10
L= 5 A1= 0 A2= 6.25
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 6.25 = 15 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 6.25 = 11.875 kN÷ 5 m
Distributed Load 2.375 kN/m
TOTAL LIVE LOAD SUMMARY
TOTAL LIVE LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 23.3 7.76666666666667
Fifth Floor 88.958 2.5417Fourth Floor 88.958 2.5417Third Floor 88.958 2.5417Second Floor 88.958 2.5417
FRAME C
COMPUTATION OF DEAD LOADS
Column: b= 0.45 h= 0.45 L1= 3.5 L2= 3 n= 5Beam: b= 0.3 h= 0.5 L= 14.5 E= 0Slab: t= 0.15 A= 25.7Wall: t= 0.1 L1= 3.5 L= 11.9 L2= 3External Wall= 3.45 kPa
Ground FloorColumn= unit weight x b x h x (L1/2) x n = 23.54 x 0.45 x 0.45 x 1.75 x 5 = 41.7099 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 25.7 = 90.7467 kNWall= unit weight x t x L x (L1/2)
= 3.45 x 11.9 x 1.75 = 71.8463 kN
204.303 kN+ 10%
224.733 kN
Second Floor to 3rd FloorColumn= unit weight x b x h x (L1/2 + L2/2) x n = 23.54 x 0.45 x 0.45 x 3.25 x 5 = 77.4613 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 14.5 = 51.1995 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 25.7 = 90.7467 kNWall= unit weight x t x Lx (L1/2 + L2/2)
= 3.45 x 11.9 x 3.25 = 133.429 kN352.836 kN
+ 10%388.12 kN
÷ 11.9 mDistributed Load 32.6151 kN/m
Roof DeckColumn= unit weight x b x h x (L1/2 +E) x n = 23.54 x 0.45 x 0.45 x 1.75 x 5 = 41.7099 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 14.5 = 51.1995 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 25.7 = 90.7467 kNWall= unit weight x t x Lx (L2/2 +E)
= 3.45 x 11.9 x 2.8 = 114.954 kN298.61 kN
÷ 11.9 mDistributed Load 25.0933 kN/m
DEAD LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 298.6101375 25.0932888655462Fifth Floor 388.11988875 32.6151167016807Fourth Floor 388.11988875 32.6151167016807Third Floor 388.11988875 32.6151167016807Second Floor 388.11988875 32.6151167016807Ground Floor 224.73317625
COMPUTATION OF LIVE LOADS
FACILITY FACTORED LOAD(kPa)Classroom 1.9Library 2.9Corridor-above ground floor 3.8Ground floor corridor 4.8Dining room(Canteen) 4.8Office 2.4
SECTION 1-2 & 12-13
L= 7.5 A1= 0 A2= 12.48
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 12.48 = 29.952 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 12.48 = 23.712 kN÷ 7.5 m
Distributed Load 3.1616 kN/m
SECTION 2-3 & 11-12
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Corridor= 4.8 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 4.8 x 1.56 = 7.488 kNSecond Floor to Fifth Floor
0 kPaCorridor= 3.8 kPa
LL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 3.8 x 1.56 = 5.928 kN÷ 2.5 m
Distributed Load 2.3712 kN/m
SECTION 3-4 & 10-11
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 1.56 = 3.744 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 1.56 = 2.964 kN÷ 2.5 m
Distributed Load 1.1856 kN/m
SECTION 4-5 & 9-10
L= 5 A1= 0 A2= 6.25
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 6.25 = 15 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 6.25 = 11.875 kN÷ 5 m
Distributed Load 2.375 kN/m
TOTAL LIVE LOAD SUMMARY
TOTAL LIVE LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 25.7 2.15966386554622
Fifth Floor 88.958 2.5417Fourth Floor 88.958 2.5417Third Floor 88.958 2.5417Second Floor 88.958 2.5417
FRAME F
COMPUTATION OF DEAD LOADS
Column: b= 0.45 h= 0.45 L1= 3.5 L2= 3 n= 5Beam: b= 0.3 h= 0.5 L= 14.5 E= 0Slab: t= 0.15 A= 27.5Wall: t= 0.1 L1= 3.5 L= 5.7 L2= 3External Wall= 3.45 kPa
Ground FloorColumn= unit weight x b x h x (L1/2) x n = 23.54 x 0.45 x 0.45 x 1.75 x 5 = 41.7099 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 27.5 = 97.1025 kNWall= unit weight x t x L x (L1/2)
= 3.45 x 5.7 x 1.75 = 34.4138 kN
173.226 kN+ 10%
190.549 kN
Second Floor to 3rd FloorColumn= unit weight x b x h x (L1/2 + L2/2) x n = 23.54 x 0.45 x 0.45 x 3.25 x 5 = 77.4613 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 14.5 = 51.1995 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 27.5 = 97.1025 kNWall= unit weight x t x Lx (L1/2 + L2/2)
= 3.45 x 5.7 x 3.25 = 63.9113 kN289.675 kN
+ 10%318.642 kN
÷ 5.7 mDistributed Load 55.9021 kN/m
Roof DeckColumn= unit weight x b x h x (L1/2 +E) x n = 23.54 x 0.45 x 0.45 x 1.75 x 5 = 41.7099 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 14.5 = 51.1995 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 27.5 = 97.1025 kNWall= unit weight x t x Lx (L2/2 +E)
= 3.45 x 5.7 x 2.8 = 55.062 kN245.074 kN
÷ 5.7 mDistributed Load 42.9954 kN/m
DEAD LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 245.0739375 42.995427631579Fifth Floor 318.64201875 55.9021085526316Fourth Floor 318.64201875 55.9021085526316Third Floor 318.64201875 55.9021085526316Second Floor 318.64201875 55.9021085526316Ground Floor 190.54880625
COMPUTATION OF LIVE LOADS
FACILITY FACTORED LOAD(kPa)Classroom 1.9Library 2.9Corridor-above ground floor 3.8Ground floor corridor 4.8Dining room(Canteen) 4.8Office 2.4
SECTION 1-2 & 12-13
L= 7.5 A1= 0 A2= 12.48
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 12.48 = 29.952 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 12.48 = 23.712 kN÷ 7.5 m
Distributed Load 3.1616 kN/m
SECTION 2-3 & 11-12
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Corridor= 4.8 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 4.8 x 1.56 = 7.488 kNSecond Floor to Fifth Floor
0 kPaCorridor= 3.8 kPa
LL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 3.8 x 1.56 = 5.928 kN÷ 2.5 m
Distributed Load 2.3712 kN/m
SECTION 3-4 & 10-11
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 1.56 = 3.744 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 1.56 = 2.964 kN÷ 2.5 m
Distributed Load 1.1856 kN/m
SECTION 4-5 & 9-10
L= 5 A1= 0 A2= 6.25
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 6.25 = 15 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 6.25 = 11.875 kN÷ 5 m
Distributed Load 2.375 kN/m
TOTAL LIVE LOAD SUMMARY
TOTAL LIVE LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 27.5 4.82456140350877
Fifth Floor 88.958 2.5417Fourth Floor 88.958 2.5417Third Floor 88.958 2.5417Second Floor 88.958 2.5417
FRAME G & E
COMPUTATION OF DEAD LOADS
Column: b= 0.45 h= 0.45 L1= 3.5 L2= 3 n= 5Beam: b= 0.3 h= 0.5 L= 14.5 E= 0Slab: t= 0.15 A= 28.8Wall: t= 0.1 L1= 3.5 L= 6.3 L2= 3External Wall= 3.45 kPa
Ground FloorColumn= unit weight x b x h x (L1/2) x n = 23.54 x 0.45 x 0.45 x 1.75 x 5 = 41.7099 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 28.8 = 101.693 kNWall= unit weight x t x L x (L1/2)
= 3.45 x 6.3 x 1.75 = 38.0362 kN
181.439 kN+ 10%
199.583 kN
Second Floor to 3rd FloorColumn= unit weight x b x h x (L1/2 + L2/2) x n = 23.54 x 0.45 x 0.45 x 3.25 x 5 = 77.4613 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 14.5 = 51.1995 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 28.8 = 101.693 kNWall= unit weight x t x Lx (L1/2 + L2/2)
= 3.45 x 6.3 x 3.25 = 70.6388 kN300.992 kN
+ 10%331.092 kN
÷ 6.3 mDistributed Load 52.5542 kN/m
Roof DeckColumn= unit weight x b x h x (L1/2 +E) x n = 23.54 x 0.45 x 0.45 x 1.75 x 5 = 41.7099 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 14.5 = 51.1995 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 28.8 = 101.693 kNWall= unit weight x t x Lx (L2/2 +E)
= 3.45 x 6.3 x 2.8 = 60.858 kN255.46 kN
÷ 6.3 mDistributed Load 40.5492 kN/m
DEAD LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 255.4602375 40.5492440476191Fifth Floor 331.09159875 52.5542220238095Fourth Floor 331.09159875 52.5542220238095Third Floor 331.09159875 52.5542220238095Second Floor 331.09159875 52.5542220238095Ground Floor 199.58288625
COMPUTATION OF LIVE LOADS
FACILITY FACTORED LOAD(kPa)Classroom 1.9Library 2.9Corridor-above ground floor 3.8Ground floor corridor 4.8Dining room(Canteen) 4.8Office 2.4
SECTION 1-2 & 12-13
L= 7.5 A1= 0 A2= 12.48
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 12.48 = 29.952 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 12.48 = 23.712 kN÷ 7.5 m
Distributed Load 3.1616 kN/m
SECTION 2-3 & 11-12
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Corridor= 4.8 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 4.8 x 1.56 = 7.488 kNSecond Floor to Fifth Floor
0 kPaCorridor= 3.8 kPa
LL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 3.8 x 1.56 = 5.928 kN÷ 2.5 m
Distributed Load 2.3712 kN/m
SECTION 3-4 & 10-11
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 1.56 = 3.744 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 1.56 = 2.964 kN÷ 2.5 m
Distributed Load 1.1856 kN/m
SECTION 4-5 & 9-10
L= 5 A1= 0 A2= 6.25
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 6.25 = 15 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 6.25 = 11.875 kN÷ 5 m
Distributed Load 2.375 kN/m
TOTAL LIVE LOAD SUMMARY
TOTAL LIVE LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 28.8 4.57142857142857
Fifth Floor 88.958 2.5417Fourth Floor 88.958 2.5417Third Floor 88.958 2.5417Second Floor 88.958 2.5417
FRAME F
COMPUTATION OF DEAD LOADS
Column: b= 0.45 h= 0.45 L1= 3.5 L2= 3 n= 5Beam: b= 0.3 h= 0.5 L= 14.5 E= 0Slab: t= 0.15 A= 28.8Wall: t= 0.1 L1= 3.5 L= 0 L2= 3External Wall= 3.45 kPa
Ground FloorColumn= unit weight x b x h x (L1/2) x n = 23.54 x 0.45 x 0.45 x 1.75 x 5 = 41.7099 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 28.8 = 101.693 kNWall= unit weight x t x L x (L1/2)
= 3.45 x 0 x 1.75 = 0 kN
143.403 kN+ 10%
157.743 kN
Second Floor to 3rd FloorColumn= unit weight x b x h x (L1/2 + L2/2) x n = 23.54 x 0.45 x 0.45 x 3.25 x 5 = 77.4613 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 14.5 = 51.1995 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 28.8 = 101.693 kNWall= unit weight x t x Lx (L1/2 + L2/2)
= 3.45 x 0 x 3.25 = 0 kN230.354 kN
+ 10%253.389 kN
÷ 0 mDistributed Load ### kN/m
Roof DeckColumn= unit weight x b x h x (L1/2 +E) x n = 23.54 x 0.45 x 0.45 x 1.75 x 5 = 41.7099 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 14.5 = 51.1995 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 28.8 = 101.693 kNWall= unit weight x t x Lx (L2/2 +E)
= 3.45 x 0 x 2.8 = 0 kN194.602 kN
÷ 0 mDistributed Load ### kN/m
DEAD LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 194.6022375 #DIV/0!Fifth Floor 253.38897375 #DIV/0!Fourth Floor 253.38897375 #DIV/0!Third Floor 253.38897375 #DIV/0!Second Floor 253.38897375 #DIV/0!Ground Floor 157.74301125
COMPUTATION OF LIVE LOADS
FACILITY FACTORED LOAD(kPa)Classroom 1.9Library 2.9Corridor-above ground floor 3.8Ground floor corridor 4.8Dining room(Canteen) 4.8Office 2.4
SECTION 1-2 & 12-13
L= 7.5 A1= 0 A2= 12.48
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 12.48 = 29.952 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 12.48 = 23.712 kN÷ 7.5 m
Distributed Load 3.1616 kN/m
SECTION 2-3 & 11-12
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Corridor= 4.8 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 4.8 x 1.56 = 7.488 kNSecond Floor to Fifth Floor
0 kPaCorridor= 3.8 kPa
LL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 3.8 x 1.56 = 5.928 kN÷ 2.5 m
Distributed Load 2.3712 kN/m
SECTION 3-4 & 10-11
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 1.56 = 3.744 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 1.56 = 2.964 kN÷ 2.5 m
Distributed Load 1.1856 kN/m
SECTION 4-5 & 9-10
L= 5 A1= 0 A2= 6.25
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 6.25 = 15 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 6.25 = 11.875 kN÷ 5 m
Distributed Load 2.375 kN/m
TOTAL LIVE LOAD SUMMARY
TOTAL LIVE LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 28.8 #DIV/0!
Fifth Floor 88.958 2.5417Fourth Floor 88.958 2.5417Third Floor 88.958 2.5417Second Floor 88.958 2.5417
FRAME I & H
COMPUTATION OF DEAD LOADS
Column: b= 0.45 h= 0.45 L1= 3.5 L2= 3 n= 5Beam: b= 0.3 h= 0.5 L= 14.5 E= 0Slab: t= 0.15 A= 27.5Wall: t= 0.1 L1= 3.5 L= 6.3 L2= 3External Wall= 3.45 kPa
Ground FloorColumn= unit weight x b x h x (L1/2) x n = 23.54 x 0.45 x 0.45 x 1.75 x 5 = 41.7099 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 27.5 = 97.1025 kNWall= unit weight x t x L x (L1/2)
= 3.45 x 6.3 x 1.75 = 38.0362 kN
176.849 kN+ 10%
194.534 kN
Second Floor to 3rd FloorColumn= unit weight x b x h x (L1/2 + L2/2) x n = 23.54 x 0.45 x 0.45 x 3.25 x 5 = 77.4613 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 14.5 = 51.1995 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 27.5 = 97.1025 kNWall= unit weight x t x Lx (L1/2 + L2/2)
= 3.45 x 6.3 x 3.25 = 70.6388 kN296.402 kN
+ 10%326.042 kN
÷ 6.3 mDistributed Load 51.7527 kN/m
Roof DeckColumn= unit weight x b x h x (L1/2 +E) x n = 23.54 x 0.45 x 0.45 x 1.75 x 5 = 41.7099 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 14.5 = 51.1995 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 27.5 = 97.1025 kNWall= unit weight x t x Lx (L2/2 +E)
= 3.45 x 6.3 x 2.8 = 60.858 kN250.87 kN
÷ 6.3 mDistributed Load 39.8206 kN/m
DEAD LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 250.8699375 39.820625Fifth Floor 326.04226875 51.7527410714286Fourth Floor 326.04226875 51.7527410714286Third Floor 326.04226875 51.7527410714286Second Floor 326.04226875 51.7527410714286Ground Floor 194.53355625
COMPUTATION OF LIVE LOADS
FACILITY FACTORED LOAD(kPa)Classroom 1.9Library 2.9Corridor-above ground floor 3.8Ground floor corridor 4.8Dining room(Canteen) 4.8Office 2.4
SECTION 1-2 & 12-13
L= 7.5 A1= 0 A2= 12.48
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 12.48 = 29.952 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 12.48 = 23.712 kN÷ 7.5 m
Distributed Load 3.1616 kN/m
SECTION 2-3 & 11-12
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Corridor= 4.8 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 4.8 x 1.56 = 7.488 kNSecond Floor to Fifth Floor
0 kPaCorridor= 3.8 kPa
LL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 3.8 x 1.56 = 5.928 kN÷ 2.5 m
Distributed Load 2.3712 kN/m
SECTION 3-4 & 10-11
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 1.56 = 3.744 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 1.56 = 2.964 kN÷ 2.5 m
Distributed Load 1.1856 kN/m
SECTION 4-5 & 9-10
L= 5 A1= 0 A2= 6.25
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 6.25 = 15 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 6.25 = 11.875 kN÷ 5 m
Distributed Load 2.375 kN/m
TOTAL LIVE LOAD SUMMARY
TOTAL LIVE LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 27.5 4.36507936507937
Fifth Floor 88.958 2.5417Fourth Floor 88.958 2.5417Third Floor 88.958 2.5417Second Floor 88.958 2.5417
FRAME J
COMPUTATION OF DEAD LOADS
Column: b= 0.45 h= 0.45 L1= 3.5 L2= 3 n= 5Beam: b= 0.3 h= 0.5 L= 14.5 E= 0Slab: t= 0.15 A= 14.4Wall: t= 0.1 L1= 3.5 L= 14.5 L2= 3External Wall= 3.45 kPa
Ground FloorColumn= unit weight x b x h x (L1/2) x n = 23.54 x 0.45 x 0.45 x 1.75 x 5 = 41.7099 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 14.4 = 50.8464 kNWall= unit weight x t x L x (L1/2)
= 3.45 x 14.5 x 1.75 = 87.5438 kN
180.1 kN+ 10%
198.11 kN
Second Floor to 3rd FloorColumn= unit weight x b x h x (L1/2 + L2/2) x n = 23.54 x 0.45 x 0.45 x 3.25 x 5 = 77.4613 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 14.5 = 51.1995 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 14.4 = 50.8464 kNWall= unit weight x t x Lx (L1/2 + L2/2)
= 3.45 x 14.5 x 3.25 = 162.581 kN342.088 kN
+ 10%376.297 kN
÷ 14.5 mDistributed Load 25.9515 kN/m
Roof DeckColumn= unit weight x b x h x (L1/2 +E) x n = 23.54 x 0.45 x 0.45 x 1.75 x 5 = 41.7099 kNBeam= unit weight x b x h x L
= 23.54 x 0.3 x 0.5 x 14.5 = 51.1995 kNSlab= unit weight x t x A
= 23.54 x 0.15 x 14.4 = 50.8464 kNWall= unit weight x t x Lx (L2/2 +E)
= 3.45 x 14.5 x 2.8 = 140.07 kN283.826 kN
÷ 14.5 mDistributed Load 19.5742 kN/m
DEAD LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 283.8258375 19.5741956896552Fifth Floor 376.29730875 25.9515385344828Fourth Floor 376.29730875 25.9515385344828Third Floor 376.29730875 25.9515385344828Second Floor 376.29730875 25.9515385344828Ground Floor 198.11009625
COMPUTATION OF LIVE LOADS
FACILITY FACTORED LOAD(kPa)Classroom 1.9Library 2.9Corridor-above ground floor 3.8Ground floor corridor 4.8Dining room(Canteen) 4.8Office 2.4
SECTION 1-2 & 12-13
L= 7.5 A1= 0 A2= 12.48
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 12.48 = 29.952 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 12.48 = 23.712 kN÷ 7.5 m
Distributed Load 3.1616 kN/m
SECTION 2-3 & 11-12
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Corridor= 4.8 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 4.8 x 1.56 = 7.488 kNSecond Floor to Fifth Floor
0 kPaCorridor= 3.8 kPa
LL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 3.8 x 1.56 = 5.928 kN÷ 2.5 m
Distributed Load 2.3712 kN/m
SECTION 3-4 & 10-11
L= 2.5 A1= 0 A2= 1.56
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 1.56 = 3.744 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 1.56 = 2.964 kN÷ 2.5 m
Distributed Load 1.1856 kN/m
SECTION 4-5 & 9-10
L= 5 A1= 0 A2= 6.25
Ground Floor0 kPa
Office= 2.4 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 2.4 x 6.25 = 15 kN
Second Floor to Fifth Floor0 kPa
Classroom= 1.9 kPaLL= (factored load1 x A1) + (factored load 2 xA2)
= 0 x 0 + 1.9 x 6.25 = 11.875 kN÷ 5 m
Distributed Load 2.375 kN/m
TOTAL LIVE LOAD SUMMARY
TOTAL LIVE LOAD SUMMARYFLOOR LEVEL LOAD(kN) DIST. LOAD(KN/m)
Roof Deck 14.4 0.993103448275862
Fifth Floor 88.958 2.5417Fourth Floor 88.958 2.5417Third Floor 88.958 2.5417Second Floor 88.958 2.5417
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