ALGIERS REFINERY REHABILITATION AND ADAPTATION PROJECT Document Class: 2 Project N° - Unit Doc Type Material CodeSerial Number Rev Page 9952T-500 CN 1832 0451 0 0 09/APR/12 IFC-ISSUED FOR CONSTRUCTION HMR KSG NM A 07/Mar/12 INF-ISSUED FOR INFORMATION HMR KSG NM REV. DATE STATUS WRITTEN BY CHECKED BY APPROVED BY SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06 SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06 (name & visa) (name & visa) (name & visa)
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ALGIERS REFINERY
REHABILITATION AND ADAPTATION PROJECT
Document Class: 2 Project N° - Unit Doc Type Material Code Serial Number Rev Page
9952T-500 CN 1832 0451 0
0 09/APR/12 IFC-ISSUED FOR CONSTRUCTION HMR KSG NM
A 07/Mar/12 INF-ISSUED FOR INFORMATION HMR KSG NM
REV. DATE STATUS WRITTEN BY CHECKED BY APPROVED BY
SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
(name & visa) (name & visa) (name & visa)
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DOCUMENT REVISIONS
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TABLE OF CONTENTS
Page No.
1 SCOPE 3
1.1 General Description1.2 Computer Software for Analysis and Design
2 BASIC INFORMATION 3
2.1 Codes2.2 Standards2.3 Project Specification2.4 Specific Documents / Drawings2.5 Basic Data
SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
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1.0 SCOPE
1.1 General Description
Structural SystemThe Structural system consists of two frame structures which are oriented in East-West direction.This technological structure support one Drum 500-D-004 at 106.100 m level .The structure consists of platforms at 104.000m & 106.270m level. The structure hasstaircase and ladders for access to these levels.
The structure is modeled as space frame in STAAD Pro, where self weight of the structure is taken care ofusing the SELFWEIGHT command. Seismic loads are generated using Spectral dynamic analysis method.All other loads are manually calculated and applied at joints or on member as per design criteria/relevant codes/inputs from piping. All members are analyzed & designed in STAAD Pro. Complete steel design isas per Algerian code CCM97 which is based on Euro code EC3 (edition 1997).
The basic details of the loads considered are outlined in the clauses below. The supports of the structure is considered as pinned in both direction.
1.2 Computer Software for Analysis and DesignFrame Analysis and Design Using STAAD Pro V8i
2.0 BASIC INFORMATION
2.1 Codes
1 CCM 97 (DTR BC 2 44) or Euro code 3 - Code of practice for general construction in steel2 RPA 99 Version 2003 - Criteria for earthquake resistant design of structure3 RNV 99 (DTR C 2 47) - Reglement Neige Vent - Wind Regulation4 ASCE Guidelines for Seismic Evaluation and Design of Petrochemical Facilities5 ASCE Wind Loads and Anchor Bolt design for Petrochemical Facilities
2.2 Standards
1 9952T-000-STC-1890-0001 - Construction Standards Steel Structures - General.2 9952T-000-STC-1790-0001 - Construction Standards Concrete works
2.3 Project Specification
1 9952T-000-JSD-1700-0001 - Civil and Structural Design Criteria2 9952T-000-JSD-1700-0002 - Fire Proofing
2.4 Specific Documents / Drawings
1 9952T-505-DW-0051-0001 - Unit Plot Plan - MS BLOCK2 9952T-505-DW-1370-0141 - Piping loads on 500-SC-063 9952T-500-DW-0810-1002 - MDS NHDT STRIPPER REFLUX DRUM (500-D-004)
SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
Scope of this calculation note is to do analysis and design of Technological Structure ( 500- SC- 06).
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
2.5 Basic Data
2.5.1 Location / ElevationReference Elevation - EL 100.00 Corresponds to 20.5mLocation of TS - Unit 500 , NHT UNIT - MS Block
2.5.1 Structural steelGrade of Steel - According to EN-10025 type S275Yield strength of steel (fy) - 275
3 GENERAL GEOMETRY
8000
4000
General Layout & Grid Marking Plan
N/mm2
N
S06 A
S06 B
S06 2
S06 1
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
N
S06 A
S06 B S06
2
S06 1
Load 101X
Y
Z
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
STAAD ISOMETRIC VIEW
Load 93X
Y
Z
N
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
4 LOADING DATA
Primary Load cases
Load Case No.Primary load Case Abbreviation10 Dead Load DL11 Live Load LL21 Deadweight of pipes at empty condition PE22 Deadweight of pipes at operating condition PO23 Deadweight of pipes at test condition PT33 Pressure Release Valve Load PSV41 Empty Weight Equipment EE42 Operating Weight of Equipment EO43 Hydrostatic Test Weight of Equipment ET44 Equipment Thermal expansion force Global design TL345 Maintenance Load ML51 Thermal Load X direction TLX52 Thermal Load Z direction TLZ81 Wind Load X direction + WLX+82 Wind Load X direction - WLX-83 Wind Load Z direction + WLZ+84 Wind Load Z direction - WLZ-91 Earthquake Load X direction + EQX+92 Earthquake Load X direction - EQX-93 Earthquake Load Z direction + EQZ+94 Earthquake Load Z direction - EQZ-
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
4.1 Dead Load
(Dead load is increased by 5% to take connections into account.)
Dead Load of Grating = 0.3 { As per Cl. 3.1 of 9952T-000-WI-1700-0005 }
Max Span of Grating = 1.5 mAt El. 104.000 , El. 106.270
DL of Steel Stair is taken as = 1.4 { As per Cl. 3.1 of 9952T-000-WI-1700-0005}Width of Stair case = 0.8 mLength of stair case = 6.84 mLoad on Stair case supported beam = (1.4X0.8X6.84/4)
= ### KND) Handrail load is taken as 0.16 KN/m. { As per Assumption }
E) Cable tray loadings -(Not Applicable for this Structure)
For Lines > 12".Piping Test Loads are applied as point load as per the piping input provided.(Refer Appendix 3)For Lines 12".
Note: At one time only one pipe to be tested ,{ Clause 4.2.8 9952T-000-WI-1700-0003}
4.6 Empty Weight Equipment
Refer Clause No 4.144.7 Operating Weight of Equipment
Refer Clause No 4.144.8 Hydrostatic Test Weight of Equipment
Refer Clause No 4.144.9 Maintenance Load
B) Staircase LoadKN/m2
A) Pipe Empty Load on Ope. Platform kN/m2
A) Pipe Empty Load on Ope. Platform kN/m2
Piping Test Load for ≤ 12" pipes is applied as UDL of intensity 1.25kN/m2 (assumed).
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
( Not Applicable for this Structure )
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
4.10 Thermal Load X & Z direction
An arbitrary horizontal load is considered, independently in direction, at each main level and ateach frame of a process structure.The arbitrary load will equal to: { As per Cl. 3.9 of 9952T-000-WI-1700-0005 }10 kN at the top level & 5 kN at the others levels.
4.11 Equipment Thermal expansion force Global design
Refer Clause No 4.14
4.12 Wind Load Calculation
A) Design ParametersWind Zone I (RNV 99 , annex 1)
= 25 m/s
=
Where, = 25 m/s)= 0.6 x 25 x 25 / 1000
= 0.375B) Site factors
Terrain category II Terrain factor Kt = 0.19 0.05 mTopographic factor = 1.0= 4 m Factor for design of Cd, ε = 0.26
C) { As per 9952T - 000 - JSD - 1700 - 0001 }
= Cd = dynamic factor
Cd = 1 ( For pipe racks and Structure){ As per design Basis 9952T - 000 - JSD - 1700 - 0001 }
Ht (m)
4 m 0.83 1.80 0.68 0.686 m 0.91 2.04 0.76 0.768 m 0.96 2.21 0.83 0.8310 m 1.01 2.35 0.88 0.8812 m 1.04 2.47 0.93 0.9315 m 1.08 2.62 0.98 0.9820 m 1.14 2.81 1.05 1.0525 m 1.18 2.96 1.11 1.1130 m 1.22 3.09 1.16 1.1635 m 1.24 3.20 1.20 1.2040 m 1.27 3.30 1.24 1.2445 m 1.29 3.39 1.27 1.2750 m 1.31 3.47 1.30 1.3055 m 1.33 3.54 1.33 1.3360 m 1.35 3.61 1.35 1.35
Vref
Dynamic pressure q dyn q ref x Ce(zi)
q ref 0.6 x Vref x Vref (V ref =
kN/m2
Roughness length (z0) = Ct(z)
Minimum Height (zmin )
Wind dynamic pressure for structure with Cd < 1.2
Wind design pressure (qj) qdyn x Cd
Cr(z) Ce(z) qz (KN/m2) qj (KN/m2)
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4.12.1 Wind Force in X Direction (S-N)
A) Wind Force on Structure
- As per Work Instruction 9952T-000-WI-1700-0005, Clause 3.11F =Cf = = 1 = 1 = 1.0A = Area of Element
= From Table 16 and Figure 26 & 27 ( varying from 0.9 to 1.0 )
Wind Force TableWind Load On Columns
Size Wind Face Area EL. (m)Width of Member (m) From Grade to First level
HE240 A 0.23 0.68 0.156 - -104.000
Projected Width From First level to TopIPE100 2.00 0.83 1.66 2.27 1.88IPE100 2.00 0.83 1.66 2.27 1.88
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
4.13 Seismic Load Calculation
Seismic forces shall be based on Algerian Para-seismic Rules RPA 99 version 2003 9DTR BC 2 48)Structural system not covered by the RPA 99-2003 , the procedure of the ASCE Guidelines for Seismic Evaluation and Design of Petrochemical facilities shall be followed.
Seismic data as per RPA 99-2003 edition :
Seismic DataSeismic Zone = IIIImportance factor = 1BPeak ground acceleration A = 0.3Soil category classification = S3
Structure geometryHeight of Structure from foundation (H) = 6.27 mLength of the structure (L) = 8.0 mBreadth of the structure (B) = 4 m
Calculation for fundamental Natural Period
1. In Z Direction (Non Moment Resisting Frame)
T = 0.09 x Hwhere, D
H = Height of the building in mD = Building dimension in the direction of calculation
T = 0.09 x 6.27 = 0.282 seconds (Pz value in staad)4.0
2. In X Direction (Non Moment Resisting Frame)
T = 0.09 x HD
where,H = Height of the building in mD = Building dimension in the direction of calculation
T = 0.09 x 6.27 = 0.200 seconds (Px value in staad)8.0
Structural weight of the W =where, = Permanent weight = Dead Load + Pipe Ope. Load + Equi.Ope. Load
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
This Spectrum value is input in Staad,Custom Method will be used for SRSS
Value of Acceleration coefficient for all axis is to be taken as 1.0
Base Shear By Dynamic Method should be at least equal to 80% of the Base Shear by Static Method.
Design Base shear in Z- direction Vbz = 89.050 KN (Refer Staad OutputBase shear by equivalent static method Vbz = 137.501 KN with scaling factor 1)
Scaling ratio = 0.8 x 137.5 / 89.05 = 1.235
Base shear in X- direction Vbx = 87.540 KN (Refer Staad OutputBase shear by equivalent static method Vbx = 137.501 KN with scaling factor 1)
Scaling ratio = 0.8 x 137.5 / 87.54 = 1.257
4.14 EQUIPMENT LOAD DATA
4.14.1 Equipment Tag 500-D-004
A) Vertical Load Calculation
Vendor drg no / MDS.
LOAD
ERECTION OPERATING TESTkN kN kN
68.00 125.00 167.80
The Operating weights are increased by 10% to account for platforms, piping, etc.
Erection Load = 68.00 kNOperating Load = 137.5 kNTest Load = 167.8 kNHorizontal Force due to bundle pull = 0.00 kNPusp / Pull at the bottom of Saddle = 0.00 kNLoad Distribution
Centre of Gravity of the Equipment from Fixed Side = 1.839 mDistance between C/L of vessel to the bottom of Saddle = 1.07 mOutside Diameter of the Equipment = 1.636 mDistance between P/F top to the bottom of Saddle = 2.10 m
CG = ###Le = ###
###
2.45SS FS
Shell Side Channel Side75.1 % 24.9 %
Do
Location of CG provided
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51.04 kN Erection Load 16.96 kN103.21 kN Operating Load 34.29 kN Input for Staad74.91 kN Test Load 24.89 kN
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B) Friction /Thermal Load Calculation
Design Operating load on Sliding Plate = 103.21 kNCoefficient of friction between Sliding plate & Saddle (f) = 0.10 kN(As per cl.no. 4.9.4 of doc. no. 9952T-000-JSD-1700-0001-Rev-1)
= 10.32 kN
C) Wind Load Calculation
= 25 m/s= 0.375
Terrain Category = II= 0.19= 0.05 m
Height z = 7.99 m= 2.21= 1= 0.9643= 0.830
Wind Force on Horizontal Equipment -Transverse Wind Load ( Z-Dir)
= 13.01Tranverse Wind Load on bottom of Saddle = 10.79 kNLoads equally distributed on bottom of both Saddle in Trans- Dir. = 5.40 kNMoments equally distributed on bottom of both Saddle in Trans- Dir = 5.77 kNM
Wind Force on Horizontal Equipment -Longitudinal Wind Load ( X-Dir)
= 4.76Total wind load act on bottom of Fixed Saddle in Long- Direction = 3.95 kNPush & Pull due to Moments on Supporting Elevation = 1.72 kN
D) Earthquake Load Calculation
Earthquake Load for Equipment is not Calculated Separately.The Same is accounted in SRSS method along with Earthquake load for Structures.
Friction load acting in opposite direction to each other on both the Saddle
91 EARTHQUAKE LOAD IN LONGITUDINAL DIRECTION - (EL2 L) 23.6 26.9 7.1
92 EARTHQUAKE LOAD IN TRANSVERSE DIRECTION - (EL2 T) 11.1 73.3 29.0
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APPENDIX - A1 LOADING COMBINATION
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Load Case No.Primary load Case Abbreviation10 Dead Load DL11 Live Load LL21 Deadweight of pipes at empty condition PE22 Deadweight of pipes at operating condition PO23 Deadweight of pipes at test condition PT33 Pressure Release Valve Load PSV41 Empty Weight Equipment EE42 Operating Weight of Equipment EO43 Hydrostatic Test Weight of Equipment ET44 Equipment Thermal expansion force Global design TL345 Maintainence Load ML51 Thermal Load X direction TLX52 Thermal Load Z direction TLZ81 Wind Load X direction + WLX+82 Wind Load X direction - WLX-83 Wind Load Z direction + WLZ+84 Wind Load Z direction - WLZ-91 Earthquake Load X direction + EQX+92 Earthquake Load X direction - EQX-93 Earthquake Load Z direction + EQZ+94 Earthquake Load Z direction - EQZ-
Note : X direction corresponds to NORTH
SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
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The following Frequencies are estimates that were calculated. These are for information only and will not be used. Remaining values are either above the cut off mode/freq values or are of low accuracy. To use these frequencies, rerun with a higher cutoff mode (or mode + freq) value. CALCULATED FREQUENCIES FOR LOAD CASE 91 MODE FREQUENCY(CYCLES/SEC) PERIOD(SEC) ACCURACY 51 105.618 0.00947 4.473E-08 52 105.804 0.00945 2.393E-07 53 105.912 0.00944 1.413E-08 54 106.391 0.00940 4.250E-08 55 109.166 0.00916 8.489E-07 56 115.596 0.00865 4.601E-06 57 118.239 0.00846 6.964E-06 58 121.568 0.00823 4.223E-06 59 125.109 0.00799 1.302E-05 60 125.866 0.00794 7.784E-06 61 129.007 0.00775 3.098E-05 62 130.919 0.00764 1.038E-05 63 133.393 0.00750 3.779E-05
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MODAL BASE ACTIONS FORCES IN KN LENGTH IN METE ----------------------------------------------------------- MOMENTS ARE ABOUT THE ORIGIN MODE PERIOD FX FY FZ MX MY MZ 48 0.010 0.00 0.00 0.00 -0.01 0.01 0.00 49 0.010 0.00 0.00 0.00 -0.01 -0.01 -0.01 50 0.010 0.00 0.00 0.00 -0.01 0.00 0.00 STAAD SPACE -- PAGE NO. 24
MASS PARTICIPATION FACTORS IN PERCENT BASE SHEAR IN KN
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
MODAL BASE ACTIONS FORCES IN KN LENGTH IN METE ----------------------------------------------------------- MOMENTS ARE ABOUT THE ORIGIN MODE PERIOD FX FY FZ MX MY MZ 48 0.010 0.00 0.00 0.00 0.01 -0.02 0.00 49 0.010 0.00 0.00 0.00 -0.01 -0.01 0.00 50 0.010 0.00 0.00 0.00 0.00 0.00 0.00 STAAD SPACE -- PAGE NO. 30
MASS PARTICIPATION FACTORS IN PERCENT BASE SHEAR IN KN -------------------------------------- ------------------ MODE X Y Z SUMM-X SUMM-Y SUMM-Z X Y Z 48 0.00 0.00 0.00 99.979 0.000 99.990 0.00 0.00 0.00 49 0.00 0.00 0.00 99.979 0.000 99.990 0.00 0.00 0.00 50 0.00 0.00 0.00 99.980 0.000 99.990 0.00 0.00 0.00 --------------------------- TOTAL SRSS SHEAR 0.00 0.00 108.89 TOTAL 10PCT SHEAR 0.00 0.00 114.52 TOTAL ABS SHEAR 0.00 0.00 174.08 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 10 DEAD LOAD (DL) CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.420519501E+01 Y = 0.375469086E+01 Z = 0.213163531E+01 ***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 10 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = -167.97 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 358.06 MY= 0.00 MZ= -706.36
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***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 10 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = 167.97 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= -358.06 MY= 0.00 MZ= 706.36 STAAD SPACE -- PAGE NO. 32
MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 10) MAXIMUMS AT NODE X = -1.46421E-01 19 Y = -3.25487E-01 86 Z = -3.02663E-02 72 RX= 7.57830E-04 65 RY= -2.40017E-04 72 RZ= -1.03518E-03 62 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 11 LIVE LOAD (LL) CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.427897046E+01 Y = 0.428330102E+01 Z = 0.251899103E+01 ***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 11 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = -224.36 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 565.15 MY= 0.00 MZ= -960.01 ***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 11 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = 224.36 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= -565.15 MY= 0.00 MZ= 960.01 MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 11) MAXIMUMS AT NODE
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X = -2.59871E-01 19 Y = -1.15960E+00 86 Z = -9.87196E-02 72 RX= 3.71428E-03 65 RY= -7.81583E-04 7 RZ= -3.72551E-03 62 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 21 PIPE EMPTY LOAD (PE) STAAD SPACE -- PAGE NO. 33
CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.569508577E+01 Y = 0.404701955E+01 Z = 0.418843494E+01 ***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 21 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = -69.52 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 291.18 MY= 0.00 MZ= -395.92 ***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 21 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = 69.52 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= -291.18 MY= 0.00 MZ= 395.92 MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 21) MAXIMUMS AT NODE X = -3.20766E-02 19 Y = -8.50734E-01 55 Z = -9.39439E-02 72 RX= 8.40284E-04 7 RY= -6.46855E-04 7 RZ= 2.75382E-03 54 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 22 PIPE OPERATING LOAD (PO)
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
CENTER OF FORCE BASED ON X FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.799999996E+01 Y = 0.869899993E+01 Z = 0.192500008E+01 CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.576941746E+01 Y = 0.442687092E+01 Z = 0.388131968E+01 STAAD SPACE -- PAGE NO. 34
CENTER OF FORCE BASED ON Z FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.799999996E+01 Y = 0.864093922E+01 Z = 0.192500005E+01 ***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 22 ) SUMMATION FORCE-X = 2.26 SUMMATION FORCE-Y = -97.67 SUMMATION FORCE-Z = 2.26 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 398.75 MY= -13.73 MZ= -583.16 ***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 22 ) SUMMATION FORCE-X = -2.26 SUMMATION FORCE-Y = 97.67 SUMMATION FORCE-Z = -2.26 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= -398.75 MY= 13.73 MZ= 583.16 MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 22) MAXIMUMS AT NODE X = 4.07336E-02 19 Y = -1.02648E+00 55 Z = 2.00333E-01 89 RX= 1.03946E-03 7 RY= -7.88985E-04 72 RZ= 3.31047E-03 54 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 23 PIPE TEST LOAD (PT)
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.606410243E+01 Y = 0.399999998E+01 Z = 0.444999994E+01 ***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 23 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = -78.00 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 347.10 MY= 0.00 MZ= -473.00 STAAD SPACE -- PAGE NO. 35
***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 23 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = 78.00 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= -347.10 MY= 0.00 MZ= 473.00 MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 23) MAXIMUMS AT NODE X = 2.78410E-02 81 Y = -1.02496E+00 55 Z = -1.19240E-01 72 RX= 1.06637E-03 7 RY= -8.09129E-04 72 RZ= 3.31271E-03 54 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 33 PRESURE RELEASE VALVE LOAD (PSV) ***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 33 ) SUMMATION FORCE-X = 0.0000000E+00 SUMMATION FORCE-Y = 0.0000000E+00 SUMMATION FORCE-Z = 0.0000000E+00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00 ***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 33 )
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
SUMMATION FORCE-X = 0.0000000E+00 SUMMATION FORCE-Y = 0.0000000E+00 SUMMATION FORCE-Z = 0.0000000E+00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00 MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 33) MAXIMUMS AT NODE X = 0.00000E+00 0 Y = 0.00000E+00 0 Z = 0.00000E+00 0 RX= 0.00000E+00 0 RY= 0.00000E+00 0 RZ= 0.00000E+00 0 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 41 EQUIPMENT EMPTY LOAD (EE) STAAD SPACE -- PAGE NO. 36
CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.477750000E+01 Y = 0.610000007E+01 Z = 0.199999994E+01 ***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 41 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = -68.00 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 136.00 MY= 0.00 MZ= -324.87 ***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 41 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = 68.00 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= -136.00 MY= 0.00 MZ= 324.87 MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 41) MAXIMUMS AT NODE X = -2.57725E-01 89 Y = -2.05853E-01 26
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
Z = 1.74205E-04 24 RX= 1.06218E-03 83 RY= -9.41550E-07 94 RZ= 1.01524E-03 100 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 42 EQUIPMENT OPERATING LOAD (E0) CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.477750000E+01 Y = 0.610000007E+01 Z = 0.199999994E+01 ***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 42 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = -137.50 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 275.00 MY= 0.00 MZ= -656.91 STAAD SPACE -- PAGE NO. 37
***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 42 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = 137.50 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= -275.00 MY= 0.00 MZ= 656.91 MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 42) MAXIMUMS AT NODE X = -5.21135E-01 89 Y = -4.16246E-01 26 Z = 3.52252E-04 24 RX= 2.14778E-03 83 RY= -1.90387E-06 94 RZ= 2.05288E-03 100 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 43 EQUIPMENT TEST LOAD ( ET) CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
X = 0.477750000E+01 Y = 0.610000007E+01 Z = 0.199999994E+01 ***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 43 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = -112.00 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 224.00 MY= 0.00 MZ= -535.08 ***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 43 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = 112.00 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= -224.00 MY= 0.00 MZ= 535.08 STAAD SPACE -- PAGE NO. 38
MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 43) MAXIMUMS AT NODE X = -4.24488E-01 89 Y = -3.39051E-01 26 Z = 2.86925E-04 24 RX= 1.74947E-03 83 RY= -1.55079E-06 94 RZ= 1.67216E-03 100 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 45 MAINTENANCE LOAD (ML) ***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 45 ) SUMMATION FORCE-X = 0.0000000E+00 SUMMATION FORCE-Y = 0.0000000E+00 SUMMATION FORCE-Z = 0.0000000E+00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00 ***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 45 ) SUMMATION FORCE-X = 0.0000000E+00 SUMMATION FORCE-Y = 0.0000000E+00 SUMMATION FORCE-Z = 0.0000000E+00
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00 MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 45) MAXIMUMS AT NODE X = 0.00000E+00 0 Y = 0.00000E+00 0 Z = 0.00000E+00 0 RX= 0.00000E+00 0 RY= 0.00000E+00 0 RZ= 0.00000E+00 0 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 51 PIPE THERMAL ANCHORAGE LOAD (TLX) CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.574749988E+01 Y = 0.399999998E+01 Z = 0.444999995E+01 STAAD SPACE -- PAGE NO. 39
***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 51 ) SUMMATION FORCE-X = 8.00 SUMMATION FORCE-Y = 4.00 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= -17.80 MY= -13.40 MZ= -9.01 ***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 51 ) SUMMATION FORCE-X = -8.00 SUMMATION FORCE-Y = -4.00 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 17.80 MY= 13.40 MZ= 9.01 MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 51) MAXIMUMS AT NODE X = 7.76693E-02 69 Y = 5.84265E-02 55 Z = -1.30044E-02 31 RX= -5.58175E-05 7 RY= -6.26320E-04 19 RZ= -1.88469E-04 54
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 52 PIPE THERMAL ANCHORAGE LOAD (TLZ) CENTER OF FORCE BASED ON Z FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.410000008E+01 Y = 0.399999998E+01 Z = 0.199999999E+01 ***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 52 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = 0.00 SUMMATION FORCE-Z = 20.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 80.00 MY= -82.00 MZ= 0.00 ***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 52 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = 0.00 SUMMATION FORCE-Z = -20.00 STAAD SPACE -- PAGE NO. 40
SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= -80.00 MY= 82.00 MZ= 0.00 MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 52) MAXIMUMS AT NODE X = -2.08968E-02 30 Y = -9.19456E-03 40 Z = 7.92054E-02 37 RX= 6.14556E-05 5 RY= -2.41837E-04 94 RZ= 2.27397E-05 26 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 44 EQUIPMENT THERMAL LOAD (TL3) ***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 44 ) SUMMATION FORCE-X = 0.0000000E+00 SUMMATION FORCE-Y = 0.0000000E+00 SUMMATION FORCE-Z = 0.0000000E+00 SUMMATION OF MOMENTS AROUND THE ORIGIN-
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
MX= 0.0000000E+00 MY= -4.8168330E-15 MZ= 0.0000000E+00 ***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 44 ) SUMMATION FORCE-X = 1.0528576E-15 SUMMATION FORCE-Y = -2.3510971E-16 SUMMATION FORCE-Z = 2.6884700E-17 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= -1.4426965E-15 MY= 7.3845438E-15 MZ= -5.2383994E-15 MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 44) MAXIMUMS AT NODE X = 4.66958E-03 89 Y = -1.26623E-17 19 Z = 4.97132E-17 19 RX= 1.23309E-19 69 RY= -7.77402E-04 27 RZ= -2.22361E-05 26 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 81 WIND LOAD IN +VE LONGITUDINAL DIRECTION (WL +L) STAAD SPACE -- PAGE NO. 41
CENTER OF FORCE BASED ON X FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.355392970E+01 Y = 0.543413987E+01 Z = 0.200000000E+01 ***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 81 ) SUMMATION FORCE-X = 17.44 SUMMATION FORCE-Y = 0.00 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 0.00 MY= 34.88 MZ= -98.98 ***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 81 ) SUMMATION FORCE-X = -17.44 SUMMATION FORCE-Y = 0.00 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 0.00 MY= -34.88 MZ= 98.98
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REHABILITATION AND ADAPTATION PROJECT
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 81) MAXIMUMS AT NODE X = 4.45748E-01 52 Y = 3.88737E-02 25 Z = -2.30138E-03 88 RX= -2.32365E-04 83 RY= 1.62487E-04 26 RZ= 2.52871E-03 19 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 82 WIND LOAD IN -VE LONGITUDINAL DIRCETION (WL -L) CENTER OF FORCE BASED ON X FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.535754454E+01 Y = 0.544459412E+01 Z = 0.199999999E+01 ***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 82 ) SUMMATION FORCE-X = -17.28 SUMMATION FORCE-Y = 0.00 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 0.00 MY= -34.56 MZ= 89.88 STAAD SPACE -- PAGE NO. 42
***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 82 ) SUMMATION FORCE-X = 17.28 SUMMATION FORCE-Y = 0.00 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 0.00 MY= 34.56 MZ= -89.88 MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 82) MAXIMUMS AT NODE X = -8.30206E-01 52 Y = -2.50393E-02 82 Z = 3.13318E-03 88 RX= 1.47057E-04 83 RY= -1.68368E-04 26 RZ= -4.94404E-03 19 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 83 WIND LOAD IN +VE TRANSVERSE DIRCETION (WL +T)
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
CENTER OF FORCE BASED ON Z FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.488691121E+01 Y = 0.521057882E+01 Z = 0.151238669E+01 ***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 83 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = 0.00 SUMMATION FORCE-Z = 23.56 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 140.06 MY= -115.12 MZ= 0.00 ***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 83 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = 0.00 SUMMATION FORCE-Z = -23.56 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= -140.06 MY= 115.12 MZ= 0.00 STAAD SPACE -- PAGE NO. 43
MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 83) MAXIMUMS AT NODE X = -1.42143E-02 30 Y = 3.05523E-02 88 Z = 3.65327E-01 106 RX= -4.45905E-03 16 RY= -3.21482E-03 106 RZ= 6.53693E-05 91 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 84 WIND LOAD IN -VE TRANSVERSE DIRCETION (WL -T) CENTER OF FORCE BASED ON Z FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.488691121E+01 Y = 0.521057882E+01 Z = 0.248761329E+01 ***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 84 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = 0.00
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
SUMMATION FORCE-Z = -23.56 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= -140.06 MY= 115.12 MZ= 0.00 ***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 84 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = 0.00 SUMMATION FORCE-Z = 23.56 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 140.06 MY= -115.12 MZ= 0.00 MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 84) MAXIMUMS AT NODE X = 1.42341E-02 30 Y = -3.05523E-02 88 Z = -3.64600E-01 105 RX= 4.47668E-03 17 RY= 3.32618E-03 105 RZ= -6.53698E-05 91 ************ END OF DATA FROM INTERNAL STORAGE ************ 814. DEFINE ENVELOPE 815. **** SERVICEABILITY CHECK FOR COLUMNS & VERTICAL BRACINGS 816. 101 TO 104 121 TO 128 147 TO 163 ENVELOPE 1 TYPE SERVICEABILITY 817. **** SERVICEABILITY CHECK FOR MAIN BEAMS STAAD SPACE -- PAGE NO. 44
818. 101 TO 104 113 TO 120 138 TO 146 156 TO 163 ENVELOPE 2 TYPE SERVICEABILITY 819. **** SERVICEABILITY CHECK FOR SECONDARY BEAMS / 820. **** EQUIPMENT SUPPORTING BEAMS & PLAN BRACINGS 821. 101 TO 112 129 TO 137 156 TO 163 ENVELOPE 3 TYPE SERVICEABILITY 822. **** STRENGTH DESIGN OF ALL THE MEMBERS 823. **** SEISMIC 824. 210 TO 241 ENVELOPE 4 TYPE STRESS 825. **** NON SEISMIC 826. 201 TO 209 242 ENVELOPE 5 TYPE STRESS 827. *** FOR CONNECTION DESIGN 828. 401 TO 416 ENVELOPE 6 TYPE STRESS 829. ***** FOR BASE PLATE DESIGN 830. 201 TO 209 401 TO 416 ENVELOPE 7 TYPE STRESS 831. END DEFINE ENVELOPE 832. ***************************************************************************** 833. ********########################### DESIGN PARAMETERS ###############******** 834. ********************************** LIMIT STATE DESIGN *********************** 835. *****************************************************************************
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874. GM1 1.1 ALL 875. *** 876. GM2 1.25 ALL 877. *** 878. SGR 1 ALL 879. *** 880. ELB 1 MEMB 1 TO 3 5 6 8 TO 12 14 TO 24 26 28 30 TO 37 41 42 55 57 TO 65 68 - 881. 71 73 TO 76 80 92 97 TO 100 113 114 116 119 121 126 TO 129 131 138 140 146 - 882. 151 155 157 158 178 181 187 191 193 195 196 199 TO 222 227 228 230 231 235 - 883. 236 TO 238 241 TO 247 884. TORSION 2 MEMB 2 5 6 9 11 12 14 TO 17 24 26 28 32 TO 35 41 55 61 63 65 68 - 885. 73 TO 76 80 97 TO 100 113 116 119 121 126 127 131 140 178 181 191 193 195 - 886. 200 205 207 213 215 221 228
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887. TRACK 1 MEMB 1 TO 3 5 6 8 TO 12 14 TO 26 28 30 TO 37 41 42 55 57 TO 65 67 - 888. 68 TO 76 92 93 97 TO 100 104 113 TO 116 118 119 121 124 TO 129 131 TO 133 - 889. 136 TO 140 142 TO 149 152 153 155 157 TO 160 178 TO 183 186 TO 191 193 195 - 890. 196 198 TO 247 891. TRACK 2 MEMB 66 80 151 892. CHECK CODE ALL STAAD.PRO CODE CHECKING - EN 1993-1-1:2005 ******************************************** NATIONAL ANNEX - NOT USED
PROGRAM CODE REVISION V1.9 BS_EC3_2005/1 STAAD SPACE -- PAGE NO. 46
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
1 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.039 207
46.68 C 0.38 0.00 1.27 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 1 UNIT - kN,m SECTION CLASS 1 | |MCZ= 186.3 MCY= 88.0 PC= 1356.7 PT= 1920.0 MB= 163.3 PV= 362.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.02 MRZ= 186.3 MRY= 88.0 | |---------------------------------------------------------------------| 2 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.077 208
5.12 C -5.09 33.25 1.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 2 UNIT - kN,m SECTION CLASS 1 | |MCZ= 640.5 MCY= 218.3 PC= 3612.8 PT= 3975.0 MB= 640.5 PV= 827.8| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.00 MRZ= 640.5 MRY= 218.3 | |---------------------------------------------------------------------| 3 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.105 205
63.05 C 0.00 -11.05 1.20 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 3 UNIT - kN,m SECTION CLASS 1 | |MCZ= 186.3 MCY= 88.0 PC= 1356.7 PT= 1920.0 MB= 186.3 PV= 362.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 |
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1.41 T 0.41 0.10 1.07 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 5 UNIT - kN,m SECTION CLASS 1 | |MCZ= 61.3 MCY= 29.5 PC= 759.2 PT= 970.0 MB= 61.3 PV= 191.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.00 MRZ= 61.3 MRY= 29.5 | |---------------------------------------------------------------------| 6 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.178 209
9.21 T 2.21 5.77 1.07 STAAD SPACE -- PAGE NO. 47
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 6 UNIT - kN,m SECTION CLASS 1 | |MCZ= 61.3 MCY= 29.5 PC= 759.2 PT= 970.0 MB= 61.3 PV= 191.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.01 MRZ= 61.3 MRY= 29.5 | |---------------------------------------------------------------------| 8 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.253 242
87.16 C 0.13 34.61 2.30 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 8 UNIT - kN,m SECTION CLASS 1 | |MCZ= 186.3 MCY= 88.0 PC= 1356.7 PT= 1920.0 MB= 181.8 PV= 362.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.04 MRZ= 186.3 MRY= 88.0 | |---------------------------------------------------------------------| 9 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.077 208
7.08 C -5.73 31.28 1.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 9 UNIT - kN,m SECTION CLASS 1 | |MCZ= 640.5 MCY= 218.3 PC= 3612.8 PT= 3975.0 MB= 640.5 PV= 827.8| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.00 MRZ= 640.5 MRY= 218.3 |
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|---------------------------------------------------------------------| 10 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.417 242
123.58 C 0.00 61.79 1.50 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 10 UNIT - kN,m SECTION CLASS 1 | |MCZ= 186.3 MCY= 88.0 PC= 1356.7 PT= 1920.0 MB= 186.3 PV= 362.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.06 MRZ= 186.3 MRY= 88.0 | |---------------------------------------------------------------------| 11 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.7(9) 0.141 242
0.77 C -0.03 -51.59 0.55 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 11 UNIT - kN,m SECTION CLASS 1 | |MCZ= 640.5 MCY= 218.3 PC= 3612.8 PT= 3975.0 MB= 640.5 PV= 827.8| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.00 MRZ= 640.5 MRY= 218.3 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 48
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12 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.7(9) 0.159 242
1.42 T 0.00 -79.18 0.55 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 12 UNIT - kN,m SECTION CLASS 1 | |MCZ= 640.5 MCY= 218.3 PC= 3612.8 PT= 3975.0 MB= 640.5 PV= 827.8| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.00 MRZ= 640.5 MRY= 218.3 | |---------------------------------------------------------------------| 14 ST HE400A (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.214 242
0.84 T 0.12 -136.61 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 14 UNIT - kN,m SECTION CLASS 1 | |MCZ= 640.5 MCY= 218.3 PC= 3612.8 PT= 3975.0 MB= 640.5 PV= 827.8| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.00 MRZ= 640.5 MRY= 218.3 | |---------------------------------------------------------------------|
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0.51 C 0.04 103.00 1.07 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 15 UNIT - kN,m SECTION CLASS 1 | |MCZ= 186.3 MCY= 88.0 PC= 1732.3 PT= 1920.0 MB= 186.3 PV= 362.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.00 MRZ= 186.3 MRY= 88.0 | |---------------------------------------------------------------------| 16 ST HE240A (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.560 242
0.24 C 0.00 103.64 1.07 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 16 UNIT - kN,m SECTION CLASS 1 | |MCZ= 186.3 MCY= 88.0 PC= 1732.3 PT= 1920.0 MB= 186.3 PV= 362.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.00 MRZ= 186.3 MRY= 88.0 | |---------------------------------------------------------------------| 17 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.027 208
22.67 T 0.02 -0.20 0.27 STAAD SPACE -- PAGE NO. 49
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 17 UNIT - kN,m SECTION CLASS 1 | |MCZ= 61.3 MCY= 29.5 PC= 759.2 PT= 970.0 MB= 61.3 PV= 191.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.02 MRZ= 61.3 MRY= 29.5 | |---------------------------------------------------------------------| 18 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.175 208
0.90 C -0.38 -0.01 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 18 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 49.5 PT= 257.5 MB= 7.9 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 19 ST IPE100 (EUROPEAN SECTIONS)
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1.96 C 0.39 0.01 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 19 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 49.5 PT= 257.5 MB= 7.9 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.01 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 20 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.011 205
1.87 T 0.00 -0.04 0.50 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 20 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 166.2 PT= 257.5 MB= 8.2 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.01 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 21 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.012 205
2.06 T 0.00 -0.04 0.50 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 21 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 166.2 PT= 257.5 MB= 8.2 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.01 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 50
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22 ST IPE140 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.156 205
1.26 C 0.00 -2.20 2.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 22 UNIT - kN,m SECTION CLASS 1 | |MCZ= 22.0 MCY= 4.8 PC= 158.1 PT= 410.0 MB= 14.8 PV= 109.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 451.00 FX/PZ = 0.00 MRZ= 22.0 MRY= 4.8 | |---------------------------------------------------------------------| 23 ST IPE140 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.201 205
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0.00 0.00 -2.98 2.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 23 UNIT - kN,m SECTION CLASS 1 | |MCZ= 22.0 MCY= 4.8 PC= 158.1 PT= 410.0 MB= 14.8 PV= 109.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 451.00 FX/PZ = 0.00 MRZ= 22.0 MRY= 4.8 | |---------------------------------------------------------------------| 24 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.325 206
28.80 T 4.39 8.95 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 24 UNIT - kN,m SECTION CLASS 1 | |MCZ= 61.3 MCY= 29.5 PC= 759.2 PT= 970.0 MB= 61.3 PV= 191.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.03 MRZ= 61.3 MRY= 29.5 | |---------------------------------------------------------------------| 25 ST HE120A (EUROPEAN SECTIONS) PASS EC-6.2.9.1 0.207 202
2.40 T -3.05 -0.01 2.35 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 25 UNIT - kN,m SECTION CLASS 1 | |MCZ= 29.8 MCY= 14.8 PC= 149.4 PT= 632.5 MB= 25.8 PV= 121.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 695.75 FX/PZ = 0.00 MRZ= 29.8 MRY= 14.8 | |---------------------------------------------------------------------| 26 ST HE240A (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.603 242
6.86 T -0.08 -107.49 0.92 STAAD SPACE -- PAGE NO. 51
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 26 UNIT - kN,m SECTION CLASS 1 | |MCZ= 186.3 MCY= 88.0 PC= 1732.3 PT= 1920.0 MB= 186.3 PV= 362.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.00 MRZ= 186.3 MRY= 88.0 | |---------------------------------------------------------------------| 28 ST HE240A (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.606 242
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7.24 T -0.05 -107.99 0.92 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 28 UNIT - kN,m SECTION CLASS 1 | |MCZ= 186.3 MCY= 88.0 PC= 1732.3 PT= 1920.0 MB= 186.3 PV= 362.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.00 MRZ= 186.3 MRY= 88.0 | |---------------------------------------------------------------------| 30 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.158 209
64.08 C 0.00 22.38 2.10 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 30 UNIT - kN,m SECTION CLASS 1 | |MCZ= 186.3 MCY= 88.0 PC= 1611.9 PT= 1920.0 MB= 184.4 PV= 362.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.03 MRZ= 186.3 MRY= 88.0 | |---------------------------------------------------------------------| 31 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.158 208
64.09 C 0.00 -22.37 2.10 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 31 UNIT - kN,m SECTION CLASS 1 | |MCZ= 186.3 MCY= 88.0 PC= 1611.9 PT= 1920.0 MB= 184.4 PV= 362.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.03 MRZ= 186.3 MRY= 88.0 | |---------------------------------------------------------------------| 32 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.343 209
6.61 C -12.88 -35.98 0.92 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 32 UNIT - kN,m SECTION CLASS 1 | |MCZ= 186.3 MCY= 88.0 PC= 1766.1 PT= 1920.0 MB= 186.3 PV= 362.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.00 MRZ= 186.3 MRY= 88.0 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 52
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33 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.052 209
13.92 T 0.00 -0.15 1.22
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 33 UNIT - kN,m SECTION CLASS 1 | |MCZ= 15.3 MCY= 3.5 PC= 73.4 PT= 330.0 MB= 12.4 PV= 90.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.04 MRZ= 15.3 MRY= 3.5 | |---------------------------------------------------------------------| 34 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.052 208
13.93 T 0.00 -0.14 1.22 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 34 UNIT - kN,m SECTION CLASS 1 | |MCZ= 15.3 MCY= 3.5 PC= 73.4 PT= 330.0 MB= 12.4 PV= 90.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.04 MRZ= 15.3 MRY= 3.5 | |---------------------------------------------------------------------| 35 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.355 206
5.91 C 15.62 -32.50 0.92 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 35 UNIT - kN,m SECTION CLASS 1 | |MCZ= 186.3 MCY= 88.0 PC= 1766.1 PT= 1920.0 MB= 186.3 PV= 362.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.00 MRZ= 186.3 MRY= 88.0 | |---------------------------------------------------------------------| 36 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.157 208
62.56 C 0.00 -22.39 2.10 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 36 UNIT - kN,m SECTION CLASS 1 | |MCZ= 186.3 MCY= 88.0 PC= 1611.9 PT= 1920.0 MB= 184.4 PV= 362.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.03 MRZ= 186.3 MRY= 88.0 | |---------------------------------------------------------------------| 37 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.157 209
62.23 C 0.00 22.40 2.10 STAAD SPACE -- PAGE NO. 53
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| CALCULATED CAPACITIES FOR MEMB 37 UNIT - kN,m SECTION CLASS 1 | |MCZ= 186.3 MCY= 88.0 PC= 1611.9 PT= 1920.0 MB= 184.4 PV= 362.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.03 MRZ= 186.3 MRY= 88.0 | |---------------------------------------------------------------------| 41 ST UPN240 (EUROPEAN SECTIONS) PASS EC-6.2.7(9) 0.040 205
13.47 T 0.00 0.00 1.20 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 41 UNIT - kN,m SECTION CLASS 1 | |MCZ= 89.9 MCY= 20.0 PC= 736.5 PT= 1057.5 MB= 84.9 PV= 333.8| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1163.25 FX/PZ = 0.01 MRZ= 89.9 MRY= 20.0 | |---------------------------------------------------------------------| 42 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.003 242
0.14 T 0.00 -0.01 0.58 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 42 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 166.2 PT= 257.5 MB= 8.2 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 55 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.030 207
2.50 T -0.43 -0.77 0.93 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 55 UNIT - kN,m SECTION CLASS 1 | |MCZ= 61.3 MCY= 29.5 PC= 759.2 PT= 970.0 MB= 61.3 PV= 191.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.00 MRZ= 61.3 MRY= 29.5 | |---------------------------------------------------------------------| 57 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.009 208
1.26 C 0.00 -0.01 0.42 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 57 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 166.2 PT= 257.5 MB= 8.2 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 54
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FX MY MZ LOCATION =======================================================================
58 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.006 207
0.65 C 0.00 -0.01 0.42 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 58 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 166.2 PT= 257.5 MB= 8.2 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 59 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.740 205
19.21 T 0.01 9.57 1.07 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 59 UNIT - kN,m SECTION CLASS 1 | |MCZ= 15.3 MCY= 3.5 PC= 229.5 PT= 330.0 MB= 12.9 PV= 90.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.05 MRZ= 15.3 MRY= 3.5 | |---------------------------------------------------------------------| 60 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.732 205
8.36 T 0.02 9.47 1.07 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 60 UNIT - kN,m SECTION CLASS 1 | |MCZ= 15.3 MCY= 3.5 PC= 229.5 PT= 330.0 MB= 12.9 PV= 90.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.02 MRZ= 15.3 MRY= 3.5 | |---------------------------------------------------------------------| 61 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.298 206
2.80 T -4.39 -8.95 0.93 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 61 UNIT - kN,m SECTION CLASS 1 | |MCZ= 61.3 MCY= 29.5 PC= 759.2 PT= 970.0 MB= 61.3 PV= 191.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.00 MRZ= 61.3 MRY= 29.5 | |---------------------------------------------------------------------| 62 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.745 205
14.01 T 0.00 6.38 0.87 STAAD SPACE -- PAGE NO. 55
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 62 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 185.9 PT= 257.5 MB= 8.6 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.05 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 63 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.312 208
30.95 T -2.06 -12.87 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 63 UNIT - kN,m SECTION CLASS 1 | |MCZ= 61.3 MCY= 29.5 PC= 759.2 PT= 970.0 MB= 61.3 PV= 191.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.03 MRZ= 61.3 MRY= 29.5 | |---------------------------------------------------------------------| 64 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.737 205
8.51 T 0.00 6.31 0.87 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 64 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 185.9 PT= 257.5 MB= 8.6 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.03 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 65 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.7(9) 0.193 242
0.73 T 0.00 79.18 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 65 UNIT - kN,m SECTION CLASS 1 | |MCZ= 640.5 MCY= 218.3 PC= 3612.8 PT= 3975.0 MB= 640.5 PV= 827.8| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.00 MRZ= 640.5 MRY= 218.3 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 56
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66 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.857 242
213.74 C 0.00 -3.24 2.80 ======================================================================= MATERIAL DATA Grade of steel = S 275 Modulus of elasticity = 205 kN/mm2 Design Strength (py) = 275 N/mm2 SECTION PROPERTIES (units - cm) Member Length = 559.02 Gross Area = 38.80 Net Area = 38.80 z-axis y-axis Moment of inertia : 1673.000 616.000 Plastic modulus : 245.000 118.000 Elastic modulus : 220.132 77.000 Shear Area : 19.200 13.240 Radius of gyration : 6.566 3.985 Effective Length : 559.017 559.017 DESIGN DATA (units - kN,m) EUROCODE NO.3 /2005 Section Class : CLASS 1 Squash Load : 1067.00 Axial force/Squash load : 0.200 GM0 : 1.10 GM1 : 1.10 GM2 : 1.25 z-axis y-axis Slenderness ratio (KL/r) : 85.1 140.3 Compression Capacity : 591.0 271.3 Tension Capacity : 970.0 970.0 Moment Capacity : 61.3 29.5 Reduced Moment Capacity : 61.3 29.5 Shear Capacity : 277.1 191.1 BUCKLING CALCULATIONS (units - kN,m) Lateral Torsional Buckling Moment MB = 41.6 co-efficients C1 & K : C1 =1.132 K =1.0, Effective Length= 5.590 Elastic Critical Moment for LTB, Mcr = 63.0 Critical Load For Torsional Buckling, NcrT = 1976.1 Critical Load For Torsional-Flexural Buckling, NcrTF = 1976.1 STAAD SPACE -- PAGE NO. 57
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
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MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
CRITICAL LOADS FOR EACH CLAUSE CHECK (units- kN,m): CLAUSE RATIO LOAD FX VY VZ MZ MY EC-6.3.1.1 0.796 242 215.9 2.3 0.0 0.0 0.0 EC-6.2.9.1 0.053 205 184.0 0.0 0.0 -3.2 0.0 EC-6.3.3-661 0.457 242 213.7 0.0 0.0 -3.2 0.0 EC-6.3.3-662 0.857 242 213.7 0.0 0.0 -3.2 0.0 EC-6.2.6-(Y) 0.012 242 211.6 2.3 0.0 0.0 0.0 EC-6.3.2 LTB 0.078 205 184.0 0.0 0.0 -3.2 0.0 Torsion and deflections have not been considered in the design. _________________________ 67 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.834 242
217.92 C 0.00 -3.00 2.72 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 67 UNIT - kN,m SECTION CLASS 1 | |MCZ= 61.3 MCY= 29.5 PC= 282.9 PT= 970.0 MB= 42.1 PV= 191.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.20 MRZ= 61.3 MRY= 29.5 | |---------------------------------------------------------------------| 68 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.112 208
26.93 C -8.12 43.68 0.00 STAAD SPACE -- PAGE NO. 58
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 68 UNIT - kN,m SECTION CLASS 1 | |MCZ= 640.5 MCY= 218.3 PC= 3612.8 PT= 3975.0 MB= 640.5 PV= 827.8| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.01 MRZ= 640.5 MRY= 218.3 | |---------------------------------------------------------------------| 69 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.599 242
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142.82 C 0.00 -3.24 2.80 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 69 UNIT - kN,m SECTION CLASS 1 | |MCZ= 61.3 MCY= 29.5 PC= 271.3 PT= 970.0 MB= 41.6 PV= 191.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.13 MRZ= 61.3 MRY= 29.5 | |---------------------------------------------------------------------| 70 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.618 206
156.20 C 0.00 -3.00 2.72 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 70 UNIT - kN,m SECTION CLASS 1 | |MCZ= 61.3 MCY= 29.5 PC= 282.9 PT= 970.0 MB= 42.1 PV= 191.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.15 MRZ= 61.3 MRY= 29.5 | |---------------------------------------------------------------------| 71 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.221 242
48.58 C -0.13 -34.61 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 71 UNIT - kN,m SECTION CLASS 1 | |MCZ= 186.3 MCY= 88.0 PC= 1356.7 PT= 1920.0 MB= 186.3 PV= 362.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.02 MRZ= 186.3 MRY= 88.0 | |---------------------------------------------------------------------| 72 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.004 205
0.33 C 0.00 0.00 1.80 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 72 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.5 MCY= 3.3 PC= 78.0 PT= 235.0 MB= 3.0 PV= 47.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.00 MRZ= 1.5 MRY= 3.3 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 59
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
73 ST IPE300 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.036 242
38.03 T 0.00 -1.28 0.75
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 73 UNIT - kN,m SECTION CLASS 1 | |MCZ= 157.0 MCY= 31.3 PC= 1179.8 PT= 1345.0 MB= 148.8 PV= 370.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1479.50 FX/PZ = 0.03 MRZ= 157.0 MRY= 31.3 | |---------------------------------------------------------------------| 74 ST IPE300 (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.227 242
0.00 -0.07 34.08 1.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 74 UNIT - kN,m SECTION CLASS 1 | |MCZ= 157.0 MCY= 31.3 PC= 1114.2 PT= 1345.0 MB= 157.0 PV= 370.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1479.50 FX/PZ = 0.00 MRZ= 157.0 MRY= 31.3 | |---------------------------------------------------------------------| 75 ST IPE300 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.060 242
67.96 T 0.00 -1.42 0.75 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 75 UNIT - kN,m SECTION CLASS 1 | |MCZ= 157.0 MCY= 31.3 PC= 1179.8 PT= 1345.0 MB= 148.8 PV= 370.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1479.50 FX/PZ = 0.05 MRZ= 157.0 MRY= 31.3 | |---------------------------------------------------------------------| 76 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.194 242
0.84 T 0.16 -123.36 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 76 UNIT - kN,m SECTION CLASS 1 | |MCZ= 640.5 MCY= 218.3 PC= 3612.8 PT= 3975.0 MB= 640.5 PV= 827.8| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.00 MRZ= 640.5 MRY= 218.3 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 60
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
0.73 T -0.12 136.62 1.38 =======================================================================
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MATERIAL DATA Grade of steel = S 275 Modulus of elasticity = 205 kN/mm2 Design Strength (py) = 275 N/mm2 SECTION PROPERTIES (units - cm) Member Length = 137.50 Gross Area = 159.00 Net Area = 159.00 z-axis y-axis Moment of inertia : 45070.008 8564.001 Plastic modulus : 2562.000 873.000 Elastic modulus : 2311.282 570.933 Shear Area : 75.998 57.350 Radius of gyration : 16.836 7.339 Effective Length : 800.000 137.500 DESIGN DATA (units - kN,m) EUROCODE NO.3 /2005 Section Class : CLASS 1 Squash Load : 4372.50 Axial force/Squash load : 0.000 GM0 : 1.10 GM1 : 1.10 GM2 : 1.25 z-axis y-axis Slenderness ratio (KL/r) : 47.5 18.7 Compression Capacity : 3612.8 3952.7 Tension Capacity : 3975.0 3975.0 Moment Capacity : 640.5 218.3 Reduced Moment Capacity : 640.5 218.3 Shear Capacity : 1096.9 827.8 BUCKLING CALCULATIONS (units - kN,m) Lateral Torsional Buckling Moment MB = 640.5 co-efficients C1 & K : C1 =1.132 K =1.0, Effective Length= 1.375 Elastic Critical Moment for LTB, Mcr = 12487.9 Critical Load For Torsional Buckling, NcrT = 97908.5 Critical Load For Torsional-Flexural Buckling, NcrTF = 97908.5 TORSION CALCULATIONS (units - kN,m) Total Torsional Load T = 0.0 Effective Length for Torsion = 1.375 END1: Torsion Fixed, Warping Fixed END2: Torsion Fixed, Warping Fixed Max. section forces & capacities: [@ x = 0.000](units - kN,m) Torsion at section = 0.0 Pure Torsion Component = 0.0 Warping Torsion Component = 0.0 Pure Torsion Capacity = 14.4 Warping Torsion Capacity = 71.2 Total Torsion Capacity = 85.6
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STAAD SPACE -- PAGE NO. 61
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
8.17 C 3.05 -0.03 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 92 UNIT - kN,m SECTION CLASS 1 | |MCZ= 29.8 MCY= 14.8 PC= 149.4 PT= 632.5 MB= 25.8 PV= 121.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 695.75 FX/PZ = 0.01 MRZ= 29.8 MRY= 14.8 | |---------------------------------------------------------------------| 93 ST L90X90X9 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.064 202
4.51 C 0.00 0.00 0.00 STAAD SPACE -- PAGE NO. 62
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
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MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 93 UNIT - kN,m SECTION CLASS 4 | |MCZ= 3.3 MCY= 6.4 PC= 70.7 PT= 387.5 MB= 5.3 PV= 77.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 426.25 FX/PZ = 0.01 MRZ= 3.3 MRY= 6.4 | |---------------------------------------------------------------------| 97 ST IPE300 (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.485 242
0.00 0.15 -71.94 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 97 UNIT - kN,m SECTION CLASS 1 | |MCZ= 157.0 MCY= 31.3 PC= 1114.2 PT= 1345.0 MB= 156.6 PV= 370.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1479.50 FX/PZ = 0.00 MRZ= 157.0 MRY= 31.3 | |---------------------------------------------------------------------| 98 ST IPE300 (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.763 242
0.86 C 0.01 -111.12 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 98 UNIT - kN,m SECTION CLASS 1 | |MCZ= 157.0 MCY= 31.3 PC= 1114.2 PT= 1345.0 MB= 151.5 PV= 370.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1479.50 FX/PZ = 0.00 MRZ= 157.0 MRY= 31.3 | |---------------------------------------------------------------------| 99 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.2.7(5) 0.718 242
1.46 T 0.00 -32.15 0.37 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 99 UNIT - kN,m SECTION CLASS 1 | |MCZ= 61.3 MCY= 29.5 PC= 853.0 PT= 970.0 MB= 60.2 PV= 191.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.00 MRZ= 61.3 MRY= 29.5 | |---------------------------------------------------------------------| 100 ST HE160A (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.401 242
0.03 T 0.00 -23.06 1.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 100 UNIT - kN,m SECTION CLASS 1 | |MCZ= 61.3 MCY= 29.5 PC= 853.0 PT= 970.0 MB= 60.2 PV= 191.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.00 MRZ= 61.3 MRY= 29.5 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 63
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ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
104 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.096 204
9.41 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 104 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.5 MCY= 3.3 PC= 97.7 PT= 235.0 MB= 3.1 PV= 47.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.04 MRZ= 1.5 MRY= 3.3 | |---------------------------------------------------------------------| 113 ST IPE300 (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.740 242
0.86 C -0.01 -111.10 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 113 UNIT - kN,m SECTION CLASS 1 | |MCZ= 157.0 MCY= 31.3 PC= 1114.2 PT= 1345.0 MB= 157.0 PV= 370.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1479.50 FX/PZ = 0.00 MRZ= 157.0 MRY= 31.3 | |---------------------------------------------------------------------| 114 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.434 208
9.33 C 0.00 -2.46 0.75 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 114 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 99.8 PT= 257.5 MB= 7.1 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.03 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 115 ST L60X60X6 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.069 208
2.10 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 115 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.0 MCY= 2.1 PC= 30.4 PT= 172.8 MB= 1.7 PV= 34.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 190.03 FX/PZ = 0.01 MRZ= 1.0 MRY= 2.1 | |---------------------------------------------------------------------| 116 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.130 242
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0.87 C -0.15 -82.37 0.00 STAAD SPACE -- PAGE NO. 64
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 116 UNIT - kN,m SECTION CLASS 1 | |MCZ= 640.5 MCY= 218.3 PC= 3612.8 PT= 3975.0 MB= 640.5 PV= 827.8| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.00 MRZ= 640.5 MRY= 218.3 | |---------------------------------------------------------------------| 118 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.108 208
12.47 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 118 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.5 MCY= 3.3 PC= 115.7 PT= 235.0 MB= 3.1 PV= 47.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.05 MRZ= 1.5 MRY= 3.3 | |---------------------------------------------------------------------| 119 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.077 208
5.02 C 5.09 -33.25 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 119 UNIT - kN,m SECTION CLASS 1 | |MCZ= 640.5 MCY= 218.3 PC= 3612.8 PT= 3975.0 MB= 640.5 PV= 827.8| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.00 MRZ= 640.5 MRY= 218.3 | |---------------------------------------------------------------------| 121 ST HE140A (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.353 205
2.54 T 0.20 14.45 1.07 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 121 UNIT - kN,m SECTION CLASS 1 | |MCZ= 43.3 MCY= 21.3 PC= 567.0 PT= 785.0 MB= 43.3 PV= 145.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 863.50 FX/PZ = 0.00 MRZ= 43.3 MRY= 21.3 | |---------------------------------------------------------------------| 124 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.024 206
2.48 C 0.00 0.00 0.00
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 124 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.5 MCY= 3.3 PC= 101.8 PT= 235.0 MB= 3.1 PV= 47.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.01 MRZ= 1.5 MRY= 3.3 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 65
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
125 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.2.3 (T) 0.037 206
8.65 T 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 125 UNIT - kN,m SECTION CLASS 1 | |MCZ= 2.8 MCY= 6.3 PC= 106.9 PT= 235.0 MB= 5.8 PV= 47.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.03 MRZ= 2.8 MRY= 6.3 | |---------------------------------------------------------------------| 126 ST HE140A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.417 205
8.45 T -0.27 17.04 0.93 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 126 UNIT - kN,m SECTION CLASS 1 | |MCZ= 43.3 MCY= 21.3 PC= 567.0 PT= 785.0 MB= 43.3 PV= 145.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 863.50 FX/PZ = 0.01 MRZ= 43.3 MRY= 21.3 | |---------------------------------------------------------------------| 127 ST HE140A (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.347 205
6.23 T 0.02 -14.41 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 127 UNIT - kN,m SECTION CLASS 1 | |MCZ= 43.3 MCY= 21.3 PC= 567.0 PT= 785.0 MB= 43.3 PV= 145.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 863.50 FX/PZ = 0.01 MRZ= 43.3 MRY= 21.3 | |---------------------------------------------------------------------| 128 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.441 205
4.22 T 0.00 5.36 1.28 |---------------------------------------------------------------------|
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| CALCULATED CAPACITIES FOR MEMB 128 UNIT - kN,m SECTION CLASS 1 | |MCZ= 15.3 MCY= 3.5 PC= 194.7 PT= 330.0 MB= 12.2 PV= 90.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.01 MRZ= 15.3 MRY= 3.5 | |---------------------------------------------------------------------| 129 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.441 205
6.27 T 0.00 5.36 1.28 STAAD SPACE -- PAGE NO. 66
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ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 129 UNIT - kN,m SECTION CLASS 1 | |MCZ= 15.3 MCY= 3.5 PC= 194.7 PT= 330.0 MB= 12.2 PV= 90.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.02 MRZ= 15.3 MRY= 3.5 | |---------------------------------------------------------------------| 131 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.077 208
7.41 C 5.73 -31.29 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 131 UNIT - kN,m SECTION CLASS 1 | |MCZ= 640.5 MCY= 218.3 PC= 3612.8 PT= 3975.0 MB= 640.5 PV= 827.8| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.00 MRZ= 640.5 MRY= 218.3 | |---------------------------------------------------------------------| 132 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.211 208
24.93 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 132 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.5 MCY= 3.3 PC= 118.0 PT= 235.0 MB= 3.1 PV= 47.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.10 MRZ= 1.5 MRY= 3.3 | |---------------------------------------------------------------------| 133 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.2.3 (T) 0.045 209
10.54 T 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 133 UNIT - kN,m SECTION CLASS 1 | |MCZ= 2.8 MCY= 6.3 PC= 106.9 PT= 235.0 MB= 5.8 PV= 47.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.04 MRZ= 2.8 MRY= 6.3 | |---------------------------------------------------------------------| 136 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.100 204
7.78 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 136 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.5 MCY= 3.3 PC= 78.0 PT= 235.0 MB= 3.0 PV= 47.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.03 MRZ= 1.5 MRY= 3.3 | |---------------------------------------------------------------------|
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STAAD SPACE -- PAGE NO. 67
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ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
137 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.098 204
7.17 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 137 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.5 MCY= 3.3 PC= 72.9 PT= 235.0 MB= 3.0 PV= 47.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.03 MRZ= 1.5 MRY= 3.3 | |---------------------------------------------------------------------| 138 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.118 205
76.59 C 0.00 11.05 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 138 UNIT - kN,m SECTION CLASS 1 | |MCZ= 186.3 MCY= 88.0 PC= 1356.7 PT= 1920.0 MB= 178.0 PV= 362.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.04 MRZ= 186.3 MRY= 88.0 | |---------------------------------------------------------------------| 139 ST L60X60X6 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.387 205
19.10 C 0.00 0.00 1.70 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 139 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.0 MCY= 2.1 PC= 49.4 PT= 172.8 MB= 1.8 PV= 34.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 190.03 FX/PZ = 0.10 MRZ= 1.0 MRY= 2.1 | |---------------------------------------------------------------------| 140 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.049 208
22.67 T 0.40 0.76 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 140 UNIT - kN,m SECTION CLASS 1 | |MCZ= 61.3 MCY= 29.5 PC= 759.2 PT= 970.0 MB= 61.3 PV= 191.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.02 MRZ= 61.3 MRY= 29.5 | |---------------------------------------------------------------------| 142 ST HE120A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.112 204
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14.59 C 0.00 -0.61 1.79 STAAD SPACE -- PAGE NO. 68
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ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 142 UNIT - kN,m SECTION CLASS 1 | |MCZ= 29.8 MCY= 14.8 PC= 173.3 PT= 632.5 MB= 21.5 PV= 121.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 695.75 FX/PZ = 0.02 MRZ= 29.8 MRY= 14.8 | |---------------------------------------------------------------------| 143 ST HE120A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.335 208
51.70 C 0.00 -0.82 2.50 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 143 UNIT - kN,m SECTION CLASS 1 | |MCZ= 29.8 MCY= 14.8 PC= 173.3 PT= 632.5 MB= 21.5 PV= 121.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 695.75 FX/PZ = 0.07 MRZ= 29.8 MRY= 14.8 | |---------------------------------------------------------------------| 144 ST HE120A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.134 204
18.33 C 0.00 -0.61 2.50 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 144 UNIT - kN,m SECTION CLASS 1 | |MCZ= 29.8 MCY= 14.8 PC= 173.3 PT= 632.5 MB= 21.5 PV= 121.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 695.75 FX/PZ = 0.03 MRZ= 29.8 MRY= 14.8 | |---------------------------------------------------------------------| 145 ST HE120A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.444 208
70.70 C 0.00 -0.82 1.79 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 145 UNIT - kN,m SECTION CLASS 1 | |MCZ= 29.8 MCY= 14.8 PC= 173.3 PT= 632.5 MB= 21.5 PV= 121.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 695.75 FX/PZ = 0.10 MRZ= 29.8 MRY= 14.8 | |---------------------------------------------------------------------| 146 ST IPE140 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.148 205
1.25 T 0.00 2.20 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 146 UNIT - kN,m SECTION CLASS 1 |
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|MCZ= 22.0 MCY= 4.8 PC= 158.1 PT= 410.0 MB= 14.8 PV= 109.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 |
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ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
147 ST L80X80X8 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.138 209
7.29 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 147 UNIT - kN,m SECTION CLASS 4 | |MCZ= 2.3 MCY= 5.0 PC= 52.7 PT= 307.5 MB= 4.0 PV= 61.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 338.25 FX/PZ = 0.02 MRZ= 2.3 MRY= 5.0 | |---------------------------------------------------------------------| 148 ST L80X80X8 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.204 208
10.74 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 148 UNIT - kN,m SECTION CLASS 4 | |MCZ= 2.3 MCY= 5.0 PC= 52.7 PT= 307.5 MB= 4.0 PV= 61.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 338.25 FX/PZ = 0.03 MRZ= 2.3 MRY= 5.0 | |---------------------------------------------------------------------| 149 ST L60X60X6 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.027 204
0.83 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 149 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.0 MCY= 2.1 PC= 30.4 PT= 172.8 MB= 1.7 PV= 34.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 190.03 FX/PZ = 0.00 MRZ= 1.0 MRY= 2.1 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 70
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION
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CRITICAL LOADS FOR EACH CLAUSE CHECK (units- kN,m): CLAUSE RATIO LOAD FX VY VZ MZ MY EC-6.3.1.1 0.145 242 196.5 26.9 0.0 0.0 0.0 EC-6.2.1(7) 0.432 242 191.9 -26.9 0.0 -61.8 0.0 EC-6.3.3-661 0.319 242 191.9 -26.9 0.0 -61.8 0.0 EC-6.3.3-662 0.471 242 191.9 -26.9 0.0 -61.8 0.0 EC-6.2.6-(Y) 0.074 242 191.9 -26.9 0.0 -61.8 0.0 EC-6.3.2 LTB 0.340 242 191.9 -26.9 0.0 -61.8 0.0 Torsion and deflections have not been considered in the design. _________________________ 152 ST L90X90X9 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.364 242
54.01 C 0.00 0.00 2.12 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 152 UNIT - kN,m SECTION CLASS 4 | |MCZ= 3.3 MCY= 7.1 PC= 148.2 PT= 387.5 MB= 6.4 PV= 77.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 426.25 FX/PZ = 0.13 MRZ= 3.3 MRY= 7.1 | |---------------------------------------------------------------------| 153 ST L90X90X9 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.650 242
96.42 C 0.00 0.00 2.12 STAAD SPACE -- PAGE NO. 72
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 153 UNIT - kN,m SECTION CLASS 4 | |MCZ= 3.3 MCY= 7.1 PC= 148.2 PT= 387.5 MB= 6.4 PV= 77.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 426.25 FX/PZ = 0.23 MRZ= 3.3 MRY= 7.1 | |---------------------------------------------------------------------| 155 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.389 205
9.26 C 0.00 -1.73 1.14 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 155 UNIT - kN,m SECTION CLASS 1 |
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9.26 C 0.00 -1.73 1.14 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 157 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 49.5 PT= 257.5 MB= 7.9 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.03 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 158 ST IPE140 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.201 205
0.00 0.00 2.98 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 158 UNIT - kN,m SECTION CLASS 1 | |MCZ= 22.0 MCY= 4.8 PC= 158.1 PT= 410.0 MB= 14.8 PV= 109.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 451.00 FX/PZ = 0.00 MRZ= 22.0 MRY= 4.8 | |---------------------------------------------------------------------| 159 ST L80X80X8 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.170 205
8.94 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 159 UNIT - kN,m SECTION CLASS 4 | |MCZ= 2.3 MCY= 5.0 PC= 52.7 PT= 307.5 MB= 4.0 PV= 61.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 338.25 FX/PZ = 0.03 MRZ= 2.3 MRY= 5.0 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 73
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160 ST L80X80X8 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.242 205
12.73 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 160 UNIT - kN,m SECTION CLASS 4 | |MCZ= 2.3 MCY= 5.0 PC= 52.7 PT= 307.5 MB= 4.0 PV= 61.6|
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| BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 338.25 FX/PZ = 0.04 MRZ= 2.3 MRY= 5.0 | |---------------------------------------------------------------------| 178 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.083 202
5.61 C 0.00 0.09 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 178 UNIT - kN,m SECTION CLASS 1 | |MCZ= 15.3 MCY= 3.5 PC= 73.4 PT= 330.0 MB= 12.3 PV= 90.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.02 MRZ= 15.3 MRY= 3.5 | |---------------------------------------------------------------------| 179 ST L80X80X8 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.087 202
6.78 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 179 UNIT - kN,m SECTION CLASS 4 | |MCZ= 2.3 MCY= 5.0 PC= 77.9 PT= 307.5 MB= 4.3 PV= 61.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 338.25 FX/PZ = 0.02 MRZ= 2.3 MRY= 5.0 | |---------------------------------------------------------------------| 180 ST L80X80X8 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.105 206
8.20 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 180 UNIT - kN,m SECTION CLASS 4 | |MCZ= 2.3 MCY= 5.0 PC= 77.7 PT= 307.5 MB= 4.3 PV= 61.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 338.25 FX/PZ = 0.02 MRZ= 2.3 MRY= 5.0 | |---------------------------------------------------------------------| 181 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.084 202
5.61 C 0.00 0.09 0.00 STAAD SPACE -- PAGE NO. 74
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 181 UNIT - kN,m SECTION CLASS 1 | |MCZ= 15.3 MCY= 3.5 PC= 73.4 PT= 330.0 MB= 12.3 PV= 90.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 |
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
6.79 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 182 UNIT - kN,m SECTION CLASS 4 | |MCZ= 2.3 MCY= 5.0 PC= 77.9 PT= 307.5 MB= 4.3 PV= 61.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 338.25 FX/PZ = 0.02 MRZ= 2.3 MRY= 5.0 | |---------------------------------------------------------------------| 183 ST L80X80X8 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.103 206
7.97 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 183 UNIT - kN,m SECTION CLASS 4 | |MCZ= 2.3 MCY= 5.0 PC= 77.7 PT= 307.5 MB= 4.3 PV= 61.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 338.25 FX/PZ = 0.02 MRZ= 2.3 MRY= 5.0 | |---------------------------------------------------------------------| 186 ST UPN80 (EUROPEAN SECTIONS) PASS EC3-5: 5.5 0.000 242
0.00 0.00 0.00 2.33 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 186 UNIT - kN,m SECTION CLASS 1 | |MCZ= 8.0 MCY= 2.5 PC= 52.9 PT= 275.0 MB= 5.4 PV= 71.0| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 302.50 FX/PZ = 0.00 MRZ= 8.0 MRY= 2.5 | |---------------------------------------------------------------------| 187 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.002 205
0.00 0.00 -0.01 0.42 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 187 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 166.2 PT= 257.5 MB= 8.2 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 75
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
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188 ST L60X60X6 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.040 202
2.42 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 188 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.0 MCY= 2.0 PC= 59.7 PT= 172.8 MB= 2.2 PV= 34.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 190.03 FX/PZ = 0.01 MRZ= 1.0 MRY= 2.0 | |---------------------------------------------------------------------| 189 ST L60X60X6 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.061 207
3.65 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 189 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.0 MCY= 2.1 PC= 59.7 PT= 172.8 MB= 1.9 PV= 34.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 190.03 FX/PZ = 0.02 MRZ= 1.0 MRY= 2.1 | |---------------------------------------------------------------------| 190 ST L60X60X6 (EUROPEAN SECTIONS) PASS EC3-5: 5.5 0.000 242
0.00 T 0.00 0.00 1.47 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 190 UNIT - kN,m SECTION CLASS 1 | |MCZ= 1.8 MCY= 3.9 PC= 62.7 PT= 172.8 MB= 3.6 PV= 34.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 190.03 FX/PZ = 0.00 MRZ= 1.8 MRY= 3.9 | |---------------------------------------------------------------------| 191 ST HE240A (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.557 242
0.62 C -0.13 -102.88 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 191 UNIT - kN,m SECTION CLASS 1 | |MCZ= 186.3 MCY= 88.0 PC= 1732.3 PT= 1920.0 MB= 186.3 PV= 362.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.00 MRZ= 186.3 MRY= 88.0 | |---------------------------------------------------------------------| 193 ST HE240A (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.560 242
0.24 C -0.11 -103.56 0.00 STAAD SPACE -- PAGE NO. 76
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FX MY MZ LOCATION =======================================================================
|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 193 UNIT - kN,m SECTION CLASS 1 | |MCZ= 186.3 MCY= 88.0 PC= 1732.3 PT= 1920.0 MB= 186.3 PV= 362.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.00 MRZ= 186.3 MRY= 88.0 | |---------------------------------------------------------------------| 195 ST IPE300 (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.652 242
0.86 C 0.01 -95.91 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 195 UNIT - kN,m SECTION CLASS 1 | |MCZ= 157.0 MCY= 31.3 PC= 1114.2 PT= 1345.0 MB= 153.5 PV= 370.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1479.50 FX/PZ = 0.00 MRZ= 157.0 MRY= 31.3 | |---------------------------------------------------------------------| 196 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.403 205
0.11 C 0.00 -2.87 0.75 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 196 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 99.8 PT= 257.5 MB= 7.1 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 198 ST HE120A (EUROPEAN SECTIONS) PASS EC-6.2.9.1 0.207 202
2.26 T -3.05 -0.01 2.35 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 198 UNIT - kN,m SECTION CLASS 1 | |MCZ= 29.8 MCY= 14.8 PC= 149.4 PT= 632.5 MB= 25.8 PV= 121.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 695.75 FX/PZ = 0.00 MRZ= 29.8 MRY= 14.8 | |---------------------------------------------------------------------| 199 ST HE120A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.216 207
5.27 C 3.05 -0.02 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 199 UNIT - kN,m SECTION CLASS 1 | |MCZ= 29.8 MCY= 14.8 PC= 149.4 PT= 632.5 MB= 25.8 PV= 121.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 695.75 FX/PZ = 0.01 MRZ= 29.8 MRY= 14.8 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 77
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
200 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.054 208
51.88 C -0.56 -24.84 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 200 UNIT - kN,m SECTION CLASS 1 | |MCZ= 640.5 MCY= 218.3 PC= 3612.8 PT= 3975.0 MB= 640.5 PV= 827.8| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.01 MRZ= 640.5 MRY= 218.3 | |---------------------------------------------------------------------| 201 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.441 205
4.22 T 0.00 -5.36 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 201 UNIT - kN,m SECTION CLASS 1 | |MCZ= 15.3 MCY= 3.5 PC= 194.9 PT= 330.0 MB= 12.2 PV= 90.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.01 MRZ= 15.3 MRY= 3.5 | |---------------------------------------------------------------------| 202 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.100 205
0.27 T 0.00 -0.81 0.54 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 202 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 154.8 PT= 257.5 MB= 8.1 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 203 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.441 205
6.27 T 0.00 -5.36 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 203 UNIT - kN,m SECTION CLASS 1 | |MCZ= 15.3 MCY= 3.5 PC= 194.9 PT= 330.0 MB= 12.2 PV= 90.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.02 MRZ= 15.3 MRY= 3.5 | |---------------------------------------------------------------------| 204 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.369 205
0.27 T 0.00 -2.40 0.92
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STAAD SPACE -- PAGE NO. 78
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 204 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 70.9 PT= 257.5 MB= 6.5 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 205 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.040 205
6.67 C 0.11 -24.15 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 205 UNIT - kN,m SECTION CLASS 1 | |MCZ= 640.5 MCY= 218.3 PC= 3612.8 PT= 3975.0 MB= 640.5 PV= 827.8| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.00 MRZ= 640.5 MRY= 218.3 | |---------------------------------------------------------------------| 206 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.100 205
0.27 T 0.00 -0.81 0.54 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 206 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 154.8 PT= 257.5 MB= 8.1 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 207 ST IPE300 (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.463 242
0.86 C -0.02 -68.02 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 207 UNIT - kN,m SECTION CLASS 1 | |MCZ= 157.0 MCY= 31.3 PC= 1114.2 PT= 1345.0 MB= 153.5 PV= 370.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1479.50 FX/PZ = 0.00 MRZ= 157.0 MRY= 31.3 | |---------------------------------------------------------------------| 208 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.222 205
0.15 C 0.00 -1.58 0.75 |---------------------------------------------------------------------|
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
| CALCULATED CAPACITIES FOR MEMB 208 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 99.8 PT= 257.5 MB= 7.1 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 79
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
209 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.802 205
8.36 T -0.02 -9.47 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 209 UNIT - kN,m SECTION CLASS 1 | |MCZ= 15.3 MCY= 3.5 PC= 179.1 PT= 330.0 MB= 11.8 PV= 90.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.02 MRZ= 15.3 MRY= 3.5 | |---------------------------------------------------------------------| 210 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.191 205
4.25 T 0.00 -1.54 0.54 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 210 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 154.8 PT= 257.5 MB= 8.1 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.02 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 211 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.811 205
14.89 T -0.01 -9.57 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 211 UNIT - kN,m SECTION CLASS 1 | |MCZ= 15.3 MCY= 3.5 PC= 179.1 PT= 330.0 MB= 11.8 PV= 90.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.04 MRZ= 15.3 MRY= 3.5 | |---------------------------------------------------------------------| 212 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.701 205
4.23 T 0.00 -4.55 0.92 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 212 UNIT - kN,m SECTION CLASS 1 |
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9952T-500 CN 1832 0451 0
SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 213 UNIT - kN,m SECTION CLASS 1 | |MCZ= 640.5 MCY= 218.3 PC= 3612.8 PT= 3975.0 MB= 640.5 PV= 827.8| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.00 MRZ= 640.5 MRY= 218.3 | |---------------------------------------------------------------------| 214 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.222 205
5.04 C 0.00 -1.54 0.54 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 214 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 154.8 PT= 257.5 MB= 8.1 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.02 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 215 ST IPE300 (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.596 242
0.86 C -0.01 -90.97 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 215 UNIT - kN,m SECTION CLASS 1 | |MCZ= 157.0 MCY= 31.3 PC= 1114.2 PT= 1345.0 MB= 157.0 PV= 370.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1479.50 FX/PZ = 0.00 MRZ= 157.0 MRY= 31.3 | |---------------------------------------------------------------------| 216 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.389 205
0.45 C 0.00 -2.75 0.75 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 216 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 99.8 PT= 257.5 MB= 7.1 PV= 73.1|
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
| BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 217 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.795 205
8.51 T 0.00 -6.31 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 217 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 146.5 PT= 257.5 MB= 7.9 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.03 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 81
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
218 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.168 205
1.93 C 0.00 -1.26 0.54 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 218 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 154.8 PT= 257.5 MB= 8.1 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.01 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 219 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.805 205
8.56 T 0.00 -6.38 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 219 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 146.5 PT= 257.5 MB= 7.9 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.03 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 220 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.598 205
1.92 C 0.00 -3.72 0.92 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 220 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 70.9 PT= 257.5 MB= 6.5 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 |
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
0.87 C -0.30 -49.99 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 221 UNIT - kN,m SECTION CLASS 1 | |MCZ= 640.5 MCY= 218.3 PC= 3612.8 PT= 3975.0 MB= 640.5 PV= 827.8| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.00 MRZ= 640.5 MRY= 218.3 | |---------------------------------------------------------------------| 222 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.160 205
0.73 C 0.00 -1.26 0.54 STAAD SPACE -- PAGE NO. 82
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 222 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 154.8 PT= 257.5 MB= 8.1 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 223 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.2.3 (T) 0.057 208
13.39 T 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 223 UNIT - kN,m SECTION CLASS 1 | |MCZ= 2.8 MCY= 6.3 PC= 82.3 PT= 235.0 MB= 5.6 PV= 47.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.05 MRZ= 2.8 MRY= 6.3 | |---------------------------------------------------------------------| 224 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.2.3 (T) 0.031 208
7.32 T 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 224 UNIT - kN,m SECTION CLASS 1 | |MCZ= 2.8 MCY= 6.3 PC= 102.1 PT= 235.0 MB= 5.8 PV= 47.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.03 MRZ= 2.8 MRY= 6.3 |
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
31.63 T 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 225 UNIT - kN,m SECTION CLASS 1 | |MCZ= 2.8 MCY= 6.3 PC= 88.3 PT= 235.0 MB= 5.7 PV= 47.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.12 MRZ= 2.8 MRY= 6.3 | |---------------------------------------------------------------------| 226 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.336 208
29.61 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 226 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.5 MCY= 3.3 PC= 88.1 PT= 235.0 MB= 3.0 PV= 47.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.11 MRZ= 1.5 MRY= 3.3 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 83
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
227 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.007 207
0.88 C 0.00 -0.01 0.42 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 227 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 166.2 PT= 257.5 MB= 8.2 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 228 ST HE140A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.417 205
8.45 T 0.27 -17.04 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 228 UNIT - kN,m SECTION CLASS 1 | |MCZ= 43.3 MCY= 21.3 PC= 567.0 PT= 785.0 MB= 43.3 PV= 145.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 863.50 FX/PZ = 0.01 MRZ= 43.3 MRY= 21.3 | |---------------------------------------------------------------------|
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229 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.046 204
5.46 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 229 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.5 MCY= 3.3 PC= 118.0 PT= 235.0 MB= 3.1 PV= 47.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.02 MRZ= 1.5 MRY= 3.3 | |---------------------------------------------------------------------| 230 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.815 208
3.06 C 1.30 -4.38 0.92 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 230 UNIT - kN,m SECTION CLASS 1 | |MCZ= 15.3 MCY= 3.5 PC= 117.5 PT= 330.0 MB= 10.3 PV= 90.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.01 MRZ= 15.3 MRY= 3.5 | |---------------------------------------------------------------------| 231 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.047 209
2.81 C 0.00 -0.05 0.92 STAAD SPACE -- PAGE NO. 84
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 231 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 70.9 PT= 257.5 MB= 6.5 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.01 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 232 ST L90X90X9 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.064 202
4.51 C 0.00 0.00 3.28 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 232 UNIT - kN,m SECTION CLASS 4 | |MCZ= 3.3 MCY= 7.1 PC= 70.7 PT= 387.5 MB= 5.8 PV= 77.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 426.25 FX/PZ = 0.01 MRZ= 3.3 MRY= 7.1 | |---------------------------------------------------------------------| 233 ST L80X80X8 (EUROPEAN SECTIONS)
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PASS EC-6.3.1.1 0.049 204
2.66 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 233 UNIT - kN,m SECTION CLASS 4 | |MCZ= 2.3 MCY= 5.0 PC= 53.9 PT= 307.5 MB= 4.1 PV= 61.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 338.25 FX/PZ = 0.01 MRZ= 2.3 MRY= 5.0 | |---------------------------------------------------------------------| 234 ST L80X80X8 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.228 208
12.27 C 0.00 0.00 2.99 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 234 UNIT - kN,m SECTION CLASS 4 | |MCZ= 2.3 MCY= 5.0 PC= 53.8 PT= 307.5 MB= 4.1 PV= 61.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 338.25 FX/PZ = 0.04 MRZ= 2.3 MRY= 5.0 | |---------------------------------------------------------------------| 235 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.175 208
0.96 C 0.38 0.01 1.14 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 235 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 49.5 PT= 257.5 MB= 7.9 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 85
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
236 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.181 209
2.02 C -0.39 -0.01 1.14 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 236 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 49.5 PT= 257.5 MB= 7.9 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.01 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 237 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.372 209
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9.75 C -0.39 0.35 1.14 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 237 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 49.5 PT= 257.5 MB= 7.9 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.03 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 238 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.415 208
12.41 C 0.40 0.17 1.14 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 238 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 49.5 PT= 257.5 MB= 7.9 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.04 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 239 ST IPE140 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.055 206
7.88 C 0.00 -0.36 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 239 UNIT - kN,m SECTION CLASS 1 | |MCZ= 22.0 MCY= 4.8 PC= 231.4 PT= 410.0 MB= 17.0 PV= 109.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 451.00 FX/PZ = 0.02 MRZ= 22.0 MRY= 4.8 | |---------------------------------------------------------------------| 240 ST L60X60X6 (EUROPEAN SECTIONS) PASS EC-6.3.3-661 0.125 206
5.83 C 0.00 -0.02 1.51 STAAD SPACE -- PAGE NO. 86
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 240 UNIT - kN,m SECTION CLASS 4 | |MCZ= 0.8 MCY= 1.8 PC= 59.7 PT= 172.8 MB= 1.6 PV= 34.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 190.03 FX/PZ = 0.03 MRZ= 0.8 MRY= 1.8 | |---------------------------------------------------------------------| 241 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.002 205
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0.09 T 0.00 -0.01 0.42 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 241 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 166.2 PT= 257.5 MB= 8.2 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 242 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.002 205
0.01 T 0.00 -0.01 0.42 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 242 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 166.2 PT= 257.5 MB= 8.2 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| 243 ST IPE140 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.079 205
0.00 0.00 1.73 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 243 UNIT - kN,m SECTION CLASS 1 | |MCZ= 22.0 MCY= 4.8 PC= 398.5 PT= 410.0 MB= 22.0 PV= 109.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 451.00 FX/PZ = 0.00 MRZ= 22.0 MRY= 4.8 | |---------------------------------------------------------------------| 244 ST IPE140 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.079 205
0.00 0.00 1.73 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 244 UNIT - kN,m SECTION CLASS 1 | |MCZ= 22.0 MCY= 4.8 PC= 398.5 PT= 410.0 MB= 22.0 PV= 109.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 451.00 FX/PZ = 0.00 MRZ= 22.0 MRY= 4.8 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 87
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245 ST IPE140 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.286 205
0.00 0.00 4.25 2.00
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 245 UNIT - kN,m SECTION CLASS 1 | |MCZ= 22.0 MCY= 4.8 PC= 158.1 PT= 410.0 MB= 14.8 PV= 109.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 451.00 FX/PZ = 0.00 MRZ= 22.0 MRY= 4.8 | |---------------------------------------------------------------------| 246 ST IPE140 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.286 205
0.00 0.00 -4.25 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 246 UNIT - kN,m SECTION CLASS 1 | |MCZ= 22.0 MCY= 4.8 PC= 158.1 PT= 410.0 MB= 14.8 PV= 109.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 451.00 FX/PZ = 0.00 MRZ= 22.0 MRY= 4.8 | |---------------------------------------------------------------------| 247 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.2.6-(Y) 0.000 201
0.00 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 247 UNIT - kN,m SECTION CLASS 1 | |MCZ= 9.8 MCY= 2.3 PC= 241.5 PT= 257.5 MB= 9.8 PV= 73.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 9.8 MRY= 2.3 | |---------------------------------------------------------------------| ************** END OF TABULATED RESULT OF DESIGN ************** 893. *********************************// PARAMETER 2//*************************** 894. ****************// SEISMIC // 895. **** CHECK FOR COLUMN/MAIN BEAMS/EQUIPMENT SUPPORTING BEAMS/ 896. *****GRATING SUPPORTING BEAMS/PLAN BRACING/VERTICAL BRACING ****** 897. ***** DESIGN OF ALL MEMBERS ****** 898. LOAD LIST 210 TO 241 899. PARAMETER 2 900. CODE EN 1993-1-1:2005 901. *** 902. ****COLUMN 903. LZ 3.8 MEMB 3 8 10 71 138 151 STAAD SPACE -- PAGE NO. 88
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913. LZ 4 MEMB 5 6 15 TO 17 24 26 28 55 61 63 121 126 127 140 191 193 228 914. LZ 2.56 MEMB 128 129 201 203 915. LZ 2 MEMB 62 64 217 219 916. LZ 2.445 MEMB 59 60 209 211 917. LY 1.07 MEMB 12 65 918. LY 1.85 MEMB 24 61 919. * 920. * 921. ****EL. 106.1 922. LY 2.445 MEMB 33 34 178 181 923. LZ 2.445 MEMB 33 34 178 181 924. * 925. * 926. ****EL.106.27 927. LZ 4 MEMB 22 23 146 158 245 246 928. RATIO 0.95 ALL 929. *** 930. GM0 1 ALL 931. *** 932. GM1 1 ALL 933. *** 934. GM2 1 ALL 935. *** 936. SGR 1 ALL 937. *** 938. ELB 1 MEMB 1 TO 3 5 6 8 TO 12 14 TO 24 26 28 30 TO 37 41 42 55 57 TO 65 68 - 939. 71 73 TO 76 80 92 97 TO 100 113 114 116 119 121 126 TO 129 131 138 140 146 - 940. 151 155 157 158 178 181 187 191 193 195 196 199 TO 222 227 228 230 231 235 - 941. 236 TO 238 241 TO 247 942. TORSION 2 MEMB 2 5 6 9 11 12 14 TO 17 24 26 28 32 TO 35 41 55 61 63 65 68 - 943. 73 TO 76 80 97 TO 100 113 116 119 121 126 127 131 140 178 181 191 193 195 - 944. 200 205 207 213 215 221 228 945. TRACK 1 MEMB 1 TO 3 5 6 8 TO 12 14 TO 26 28 30 TO 37 41 42 55 57 TO 65 67 - 946. 68 TO 76 92 93 97 TO 100 104 113 TO 116 118 119 121 124 TO 129 131 TO 133 - 947. 136 TO 140 142 TO 149 152 153 155 157 TO 160 178 TO 183 186 TO 191 193 195 - 948. 196 198 TO 247 949. TRACK 2 MEMB 66 80 151 950. CHECK CODE ALL STAAD.PRO CODE CHECKING - EN 1993-1-1:2005 ******************************************** NATIONAL ANNEX - NOT USED
PROGRAM CODE REVISION V1.9 BS_EC3_2005/1 STAAD SPACE -- PAGE NO. 89
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FX MY MZ LOCATION =======================================================================
1 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.031 234
45.54 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 1 UNIT - kN,m SECTION CLASS 1 | |MCZ= 204.9 MCY= 96.8 PC= 1492.4 PT= 2112.0 MB= 179.6 PV= 399.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.02 MRZ= 204.9 MRY= 96.8 | |---------------------------------------------------------------------| 2 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.089 240
3.03 C -13.08 24.03 1.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 2 UNIT - kN,m SECTION CLASS 1 | |MCZ= 704.6 MCY= 240.1 PC= 3974.1 PT= 4372.5 MB= 704.6 PV= 910.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.00 MRZ= 704.6 MRY= 240.1 | |---------------------------------------------------------------------| 3 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.099 237
69.61 C -1.91 -8.68 1.20 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 3 UNIT - kN,m SECTION CLASS 1 | |MCZ= 204.9 MCY= 96.8 PC= 1492.4 PT= 2112.0 MB= 204.9 PV= 399.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.03 MRZ= 204.9 MRY= 96.8 | |---------------------------------------------------------------------| 5 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.045 238
17.34 T 0.91 0.08 1.07 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 5 UNIT - kN,m SECTION CLASS 1 | |MCZ= 67.4 MCY= 32.5 PC= 835.2 PT= 1067.0 MB= 67.4 PV= 210.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.02 MRZ= 67.4 MRY= 32.5 | |---------------------------------------------------------------------| 6 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.326 238
46.92 T 3.27 12.18 1.07 STAAD SPACE -- PAGE NO. 90
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 6 UNIT - kN,m SECTION CLASS 1 | |MCZ= 67.4 MCY= 32.5 PC= 835.2 PT= 1067.0 MB= 67.4 PV= 210.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.04 MRZ= 67.4 MRY= 32.5 | |---------------------------------------------------------------------| 8 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.160 237
72.11 C -1.49 -20.81 2.11 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 8 UNIT - kN,m SECTION CLASS 1 | |MCZ= 204.9 MCY= 96.8 PC= 1492.4 PT= 2112.0 MB= 200.0 PV= 399.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.03 MRZ= 204.9 MRY= 96.8 | |---------------------------------------------------------------------| 9 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.120 238
16.04 T 17.07 31.69 1.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 9 UNIT - kN,m SECTION CLASS 1 | |MCZ= 704.6 MCY= 240.1 PC= 3974.1 PT= 4372.5 MB= 704.6 PV= 910.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.00 MRZ= 704.6 MRY= 240.1 | |---------------------------------------------------------------------| 10 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.217 237
94.37 C -1.46 30.16 1.50 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 10 UNIT - kN,m SECTION CLASS 1 | |MCZ= 204.9 MCY= 96.8 PC= 1492.4 PT= 2112.0 MB= 204.9 PV= 399.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.04 MRZ= 204.9 MRY= 96.8 | |---------------------------------------------------------------------| 11 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.7(9) 0.131 234
38.39 T 9.91 -25.49 0.55 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 11 UNIT - kN,m SECTION CLASS 1 | |MCZ= 704.6 MCY= 240.1 PC= 3974.1 PT= 4372.5 MB= 704.6 PV= 910.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.01 MRZ= 704.6 MRY= 240.1 | |---------------------------------------------------------------------|
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37.18 T 11.07 -36.40 0.55 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 12 UNIT - kN,m SECTION CLASS 1 | |MCZ= 704.6 MCY= 240.1 PC= 3974.1 PT= 4372.5 MB= 704.6 PV= 910.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.01 MRZ= 704.6 MRY= 240.1 | |---------------------------------------------------------------------| 14 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.216 241
22.89 T -13.36 -109.39 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 14 UNIT - kN,m SECTION CLASS 1 | |MCZ= 704.6 MCY= 240.1 PC= 3974.1 PT= 4372.5 MB= 704.6 PV= 910.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.01 MRZ= 704.6 MRY= 240.1 | |---------------------------------------------------------------------| 15 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.610 234
2.04 T 2.89 118.67 1.07 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 15 UNIT - kN,m SECTION CLASS 1 | |MCZ= 204.9 MCY= 96.8 PC= 1905.5 PT= 2112.0 MB= 204.9 PV= 399.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.00 MRZ= 204.9 MRY= 96.8 | |---------------------------------------------------------------------| 16 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.611 234
16.47 T 2.93 117.41 1.07 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 16 UNIT - kN,m SECTION CLASS 1 | |MCZ= 204.9 MCY= 96.8 PC= 1905.5 PT= 2112.0 MB= 204.9 PV= 399.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.01 MRZ= 204.9 MRY= 96.8 | |---------------------------------------------------------------------| 17 ST HE160A (EUROPEAN SECTIONS)
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44.69 T -1.01 -0.12 0.00 STAAD SPACE -- PAGE NO. 92
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 17 UNIT - kN,m SECTION CLASS 1 | |MCZ= 67.4 MCY= 32.5 PC= 835.2 PT= 1067.0 MB= 67.4 PV= 210.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.04 MRZ= 67.4 MRY= 32.5 | |---------------------------------------------------------------------| 18 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.153 234
6.56 C 0.11 -0.01 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 18 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 54.5 PT= 283.3 MB= 8.7 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.02 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 19 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.193 234
8.15 C 0.12 0.03 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 19 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 54.5 PT= 283.3 MB= 8.7 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.03 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 20 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.009 234
2.17 T 0.00 -0.02 0.83 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 20 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 182.8 PT= 283.3 MB= 9.1 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.01 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 21 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.009 218
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1.86 T 0.00 -0.02 0.75 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 21 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 182.8 PT= 283.3 MB= 9.1 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.01 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 93
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8.68 C -0.03 -1.58 2.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 22 UNIT - kN,m SECTION CLASS 1 | |MCZ= 24.2 MCY= 5.2 PC= 173.9 PT= 451.0 MB= 16.3 PV= 120.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 451.00 FX/PZ = 0.02 MRZ= 24.2 MRY= 5.2 | |---------------------------------------------------------------------| 23 ST IPE140 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.137 237
1.04 C -0.02 -2.10 2.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 23 UNIT - kN,m SECTION CLASS 1 | |MCZ= 24.2 MCY= 5.2 PC= 173.9 PT= 451.0 MB= 16.3 PV= 120.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 451.00 FX/PZ = 0.00 MRZ= 24.2 MRY= 5.2 | |---------------------------------------------------------------------| 24 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.402 238
57.20 T 2.99 17.26 0.92 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 24 UNIT - kN,m SECTION CLASS 1 | |MCZ= 67.4 MCY= 32.5 PC= 835.2 PT= 1067.0 MB= 67.4 PV= 210.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.05 MRZ= 67.4 MRY= 32.5 | |---------------------------------------------------------------------| 25 ST HE120A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.149 241
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20.14 C -0.74 -0.01 2.35 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 25 UNIT - kN,m SECTION CLASS 1 | |MCZ= 32.7 MCY= 16.2 PC= 164.4 PT= 695.8 MB= 28.4 PV= 133.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 695.75 FX/PZ = 0.03 MRZ= 32.7 MRY= 16.2 | |---------------------------------------------------------------------| 26 ST HE240A (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.695 234
18.30 T 5.95 126.28 1.85 STAAD SPACE -- PAGE NO. 94
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 26 UNIT - kN,m SECTION CLASS 1 | |MCZ= 204.9 MCY= 96.8 PC= 1905.5 PT= 2112.0 MB= 204.9 PV= 399.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.01 MRZ= 204.9 MRY= 96.8 | |---------------------------------------------------------------------| 28 ST HE240A (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.705 234
12.37 T 7.50 125.05 1.85 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 28 UNIT - kN,m SECTION CLASS 1 | |MCZ= 204.9 MCY= 96.8 PC= 1905.5 PT= 2112.0 MB= 204.9 PV= 399.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.01 MRZ= 204.9 MRY= 96.8 | |---------------------------------------------------------------------| 30 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.320 241
83.05 C -0.01 -56.23 1.93 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 30 UNIT - kN,m SECTION CLASS 1 | |MCZ= 204.9 MCY= 96.8 PC= 1773.1 PT= 2112.0 MB= 202.8 PV= 399.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.04 MRZ= 204.9 MRY= 96.8 | |---------------------------------------------------------------------| 31 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.347 241
92.32 C -0.02 -61.26 2.10
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 31 UNIT - kN,m SECTION CLASS 1 | |MCZ= 204.9 MCY= 96.8 PC= 1773.1 PT= 2112.0 MB= 202.8 PV= 399.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.04 MRZ= 204.9 MRY= 96.8 | |---------------------------------------------------------------------| 32 ST HE240A (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.480 241
4.25 C -9.54 -75.82 0.92 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 32 UNIT - kN,m SECTION CLASS 1 | |MCZ= 204.9 MCY= 96.8 PC= 1942.7 PT= 2112.0 MB= 204.9 PV= 399.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.00 MRZ= 204.9 MRY= 96.8 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 95
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
33 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.325 238
28.67 T 0.90 0.22 1.22 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 33 UNIT - kN,m SECTION CLASS 1 | |MCZ= 16.8 MCY= 3.9 PC= 80.7 PT= 363.0 MB= 13.6 PV= 99.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.08 MRZ= 16.8 MRY= 3.9 | |---------------------------------------------------------------------| 34 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.325 229
21.39 C -0.29 -0.15 1.22 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 34 UNIT - kN,m SECTION CLASS 1 | |MCZ= 16.8 MCY= 3.9 PC= 80.7 PT= 363.0 MB= 13.6 PV= 99.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.06 MRZ= 16.8 MRY= 3.9 | |---------------------------------------------------------------------| 35 ST HE240A (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.485 241
4.26 C 9.54 -76.69 0.92 |---------------------------------------------------------------------|
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| CALCULATED CAPACITIES FOR MEMB 35 UNIT - kN,m SECTION CLASS 1 | |MCZ= 204.9 MCY= 96.8 PC= 1942.7 PT= 2112.0 MB= 204.9 PV= 399.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.00 MRZ= 204.9 MRY= 96.8 | |---------------------------------------------------------------------| 36 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.352 241
92.81 C -0.02 -62.19 2.10 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 36 UNIT - kN,m SECTION CLASS 1 | |MCZ= 204.9 MCY= 96.8 PC= 1773.1 PT= 2112.0 MB= 202.8 PV= 399.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.04 MRZ= 204.9 MRY= 96.8 | |---------------------------------------------------------------------| 37 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.324 241
83.61 C -0.01 -57.04 1.93 STAAD SPACE -- PAGE NO. 96
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 37 UNIT - kN,m SECTION CLASS 1 | |MCZ= 204.9 MCY= 96.8 PC= 1773.1 PT= 2112.0 MB= 202.8 PV= 399.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.04 MRZ= 204.9 MRY= 96.8 | |---------------------------------------------------------------------| 41 ST UPN240 (EUROPEAN SECTIONS) PASS EC-6.2.7(9) 0.025 241
5.45 T 0.00 0.00 1.20 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 41 UNIT - kN,m SECTION CLASS 1 | |MCZ= 98.9 MCY= 22.0 PC= 810.2 PT= 1163.3 MB= 94.5 PV= 367.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1163.25 FX/PZ = 0.00 MRZ= 98.9 MRY= 22.0 | |---------------------------------------------------------------------| 42 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.002 218
0.19 T 0.00 0.00 1.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 42 UNIT - kN,m SECTION CLASS 1 |
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
17.40 T -0.91 -0.09 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 55 UNIT - kN,m SECTION CLASS 1 | |MCZ= 67.4 MCY= 32.5 PC= 835.2 PT= 1067.0 MB= 67.4 PV= 210.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.02 MRZ= 67.4 MRY= 32.5 | |---------------------------------------------------------------------| 57 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.011 238
2.06 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 57 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 182.8 PT= 283.3 MB= 9.1 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.01 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 97
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
58 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.013 234
2.37 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 58 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 182.8 PT= 283.3 MB= 9.1 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.01 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 59 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.636 241
49.08 C -0.02 6.49 1.07 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 59 UNIT - kN,m SECTION CLASS 1 | |MCZ= 16.8 MCY= 3.9 PC= 252.4 PT= 363.0 MB= 14.2 PV= 99.9|
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
| BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.14 MRZ= 16.8 MRY= 3.9 | |---------------------------------------------------------------------| 60 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.498 237
12.34 C -0.01 6.41 1.07 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 60 UNIT - kN,m SECTION CLASS 1 | |MCZ= 16.8 MCY= 3.9 PC= 252.4 PT= 363.0 MB= 14.2 PV= 99.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.03 MRZ= 16.8 MRY= 3.9 | |---------------------------------------------------------------------| 61 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.326 241
47.22 T -3.27 -12.19 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 61 UNIT - kN,m SECTION CLASS 1 | |MCZ= 67.4 MCY= 32.5 PC= 835.2 PT= 1067.0 MB= 67.4 PV= 210.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.04 MRZ= 67.4 MRY= 32.5 | |---------------------------------------------------------------------| 62 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.715 241
57.83 C -0.01 4.33 0.87 STAAD SPACE -- PAGE NO. 98
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 62 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 204.5 PT= 283.3 MB= 9.4 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.20 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 63 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.397 241
51.86 T -2.99 -17.26 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 63 UNIT - kN,m SECTION CLASS 1 | |MCZ= 67.4 MCY= 32.5 PC= 835.2 PT= 1067.0 MB= 67.4 PV= 210.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 |
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10.98 T 0.01 4.27 0.87 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 64 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 204.5 PT= 283.3 MB= 9.4 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.04 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 65 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.7(9) 0.127 234
52.74 C 1.18 57.41 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 65 UNIT - kN,m SECTION CLASS 1 | |MCZ= 704.6 MCY= 240.1 PC= 3974.1 PT= 4372.5 MB= 704.6 PV= 910.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.01 MRZ= 704.6 MRY= 240.1 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 99
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
66 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.659 234
196.68 C 0.00 0.00 0.00 ======================================================================= MATERIAL DATA Grade of steel = S 275 Modulus of elasticity = 205 kN/mm2 Design Strength (py) = 275 N/mm2 SECTION PROPERTIES (units - cm) Member Length = 559.02 Gross Area = 38.80 Net Area = 38.80 z-axis y-axis Moment of inertia : 1673.000 616.000 Plastic modulus : 245.000 118.000 Elastic modulus : 220.132 77.000 Shear Area : 19.200 13.240
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SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
Radius of gyration : 6.566 3.985 Effective Length : 559.017 559.017 DESIGN DATA (units - kN,m) EUROCODE NO.3 /2005 Section Class : CLASS 1 Squash Load : 1067.00 Axial force/Squash load : 0.184 GM0 : 1.00 GM1 : 1.00 GM2 : 1.00 z-axis y-axis Slenderness ratio (KL/r) : 85.1 140.3 Compression Capacity : 650.1 298.4 Tension Capacity : 1067.0 1067.0 Moment Capacity : 67.4 32.5 Reduced Moment Capacity : 67.4 32.5 Shear Capacity : 304.8 210.2 BUCKLING CALCULATIONS (units - kN,m) Lateral Torsional Buckling Moment MB = 45.7 co-efficients C1 & K : C1 =1.132 K =1.0, Effective Length= 5.590 Elastic Critical Moment for LTB, Mcr = 63.0 Critical Load For Torsional Buckling, NcrT = 1976.1 Critical Load For Torsional-Flexural Buckling, NcrTF = 1976.1 STAAD SPACE -- PAGE NO. 100
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
CRITICAL LOADS FOR EACH CLAUSE CHECK (units- kN,m): CLAUSE RATIO LOAD FX VY VZ MZ MY EC-6.3.1.1 0.659 234 196.7 1.7 0.0 0.0 0.0 EC-6.2.9.1 0.036 218 131.7 0.0 0.0 -2.4 0.0 EC-6.3.3-661 0.305 234 185.9 1.4 0.0 -0.7 0.0 EC-6.3.3-662 0.637 234 185.9 1.4 0.0 -0.7 0.0 EC-6.2.6-(Y) 0.008 218 194.1 1.7 0.0 0.0 0.0 EC-6.3.2 LTB 0.052 218 131.7 0.0 0.0 -2.4 0.0 Torsion and deflections have not been considered in the design. _________________________ 67 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.550 234
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171.19 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 67 UNIT - kN,m SECTION CLASS 1 | |MCZ= 67.4 MCY= 32.5 PC= 311.1 PT= 1067.0 MB= 46.3 PV= 210.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.16 MRZ= 67.4 MRY= 32.5 | |---------------------------------------------------------------------| 68 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.115 241
79.62 T -14.94 24.19 0.00 STAAD SPACE -- PAGE NO. 101
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 68 UNIT - kN,m SECTION CLASS 1 | |MCZ= 704.6 MCY= 240.1 PC= 3974.1 PT= 4372.5 MB= 704.6 PV= 910.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.02 MRZ= 704.6 MRY= 240.1 | |---------------------------------------------------------------------| 69 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.537 234
160.12 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 69 UNIT - kN,m SECTION CLASS 1 | |MCZ= 67.4 MCY= 32.5 PC= 298.4 PT= 1067.0 MB= 45.7 PV= 210.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.15 MRZ= 67.4 MRY= 32.5 | |---------------------------------------------------------------------| 70 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.526 234
163.71 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 70 UNIT - kN,m SECTION CLASS 1 | |MCZ= 67.4 MCY= 32.5 PC= 311.1 PT= 1067.0 MB= 46.3 PV= 210.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.15 MRZ= 67.4 MRY= 32.5 | |---------------------------------------------------------------------| 71 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.141 237
28.01 C -1.63 -22.70 0.00
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 71 UNIT - kN,m SECTION CLASS 1 | |MCZ= 204.9 MCY= 96.8 PC= 1492.4 PT= 2112.0 MB= 204.9 PV= 399.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.01 MRZ= 204.9 MRY= 96.8 | |---------------------------------------------------------------------| 72 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.003 218
0.24 C 0.00 0.00 1.80 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 72 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.7 MCY= 3.7 PC= 85.8 PT= 258.5 MB= 3.3 PV= 51.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.00 MRZ= 1.7 MRY= 3.7 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 102
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
73 ST IPE300 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.022 241
23.61 T 0.00 -0.96 0.62 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 73 UNIT - kN,m SECTION CLASS 1 | |MCZ= 172.7 MCY= 34.4 PC= 1297.8 PT= 1479.5 MB= 163.7 PV= 407.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1479.50 FX/PZ = 0.02 MRZ= 172.7 MRY= 34.4 | |---------------------------------------------------------------------| 74 ST IPE300 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.191 241
0.62 C -2.48 20.42 1.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 74 UNIT - kN,m SECTION CLASS 1 | |MCZ= 172.7 MCY= 34.4 PC= 1225.6 PT= 1479.5 MB= 172.7 PV= 407.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1479.50 FX/PZ = 0.00 MRZ= 172.7 MRY= 34.4 | |---------------------------------------------------------------------| 75 ST IPE300 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.030 218
34.70 T 0.00 -1.09 0.75 |---------------------------------------------------------------------|
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| CALCULATED CAPACITIES FOR MEMB 75 UNIT - kN,m SECTION CLASS 1 | |MCZ= 172.7 MCY= 34.4 PC= 1297.8 PT= 1479.5 MB= 163.7 PV= 407.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1479.50 FX/PZ = 0.02 MRZ= 172.7 MRY= 34.4 | |---------------------------------------------------------------------| 76 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.156 237
14.41 T -6.20 -89.42 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 76 UNIT - kN,m SECTION CLASS 1 | |MCZ= 704.6 MCY= 240.1 PC= 3974.1 PT= 4372.5 MB= 704.6 PV= 910.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.00 MRZ= 704.6 MRY= 240.1 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 103
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
80 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.217 238
27.39 T 13.36 109.39 1.38 ======================================================================= MATERIAL DATA Grade of steel = S 275 Modulus of elasticity = 205 kN/mm2 Design Strength (py) = 275 N/mm2 SECTION PROPERTIES (units - cm) Member Length = 137.50 Gross Area = 159.00 Net Area = 159.00 z-axis y-axis Moment of inertia : 45070.008 8564.001 Plastic modulus : 2562.000 873.000 Elastic modulus : 2311.282 570.933 Shear Area : 75.998 57.350 Radius of gyration : 16.836 7.339 Effective Length : 800.000 137.500 DESIGN DATA (units - kN,m) EUROCODE NO.3 /2005 Section Class : CLASS 1 Squash Load : 4372.50 Axial force/Squash load : 0.006
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GM0 : 1.00 GM1 : 1.00 GM2 : 1.00 z-axis y-axis Slenderness ratio (KL/r) : 47.5 18.7 Compression Capacity : 3974.1 4347.9 Tension Capacity : 4372.5 4372.5 Moment Capacity : 704.6 240.1 Reduced Moment Capacity : 704.6 240.1 Shear Capacity : 1206.6 910.6 BUCKLING CALCULATIONS (units - kN,m) Lateral Torsional Buckling Moment MB = 704.6 co-efficients C1 & K : C1 =1.132 K =1.0, Effective Length= 1.375 Elastic Critical Moment for LTB, Mcr = 12487.9 Critical Load For Torsional Buckling, NcrT = 97908.5 Critical Load For Torsional-Flexural Buckling, NcrTF = 97908.5 TORSION CALCULATIONS (units - kN,m) Total Torsional Load T = 0.0 Effective Length for Torsion = 1.375 END1: Torsion Fixed, Warping Fixed END2: Torsion Fixed, Warping Fixed Max. section forces & capacities: [@ x = 0.000](units - kN,m) Torsion at section = 0.0 Pure Torsion Component = 0.0 Warping Torsion Component = 0.0 Pure Torsion Capacity = 15.8 Warping Torsion Capacity = 78.4 Total Torsion Capacity = 94.2 STAAD SPACE -- PAGE NO. 104
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20.06 C 0.73 0.01 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 92 UNIT - kN,m SECTION CLASS 1 | |MCZ= 32.7 MCY= 16.2 PC= 164.4 PT= 695.8 MB= 28.4 PV= 133.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 695.75 FX/PZ = 0.03 MRZ= 32.7 MRY= 16.2 | |---------------------------------------------------------------------| 93 ST L90X90X9 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.084 226
6.53 C 0.00 0.00 0.00 STAAD SPACE -- PAGE NO. 105
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 93 UNIT - kN,m SECTION CLASS 4 | |MCZ= 3.6 MCY= 7.8 PC= 77.8 PT= 426.3 MB= 6.4 PV= 85.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 426.25 FX/PZ = 0.02 MRZ= 3.6 MRY= 7.8 | |---------------------------------------------------------------------| 97 ST IPE300 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.240 234
1.37 C 1.12 -35.69 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 97 UNIT - kN,m SECTION CLASS 1 | |MCZ= 172.7 MCY= 34.4 PC= 1225.6 PT= 1479.5 MB= 172.3 PV= 407.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1479.50 FX/PZ = 0.00 MRZ= 172.7 MRY= 34.4 |
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29.46 T -1.03 -58.69 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 98 UNIT - kN,m SECTION CLASS 1 | |MCZ= 172.7 MCY= 34.4 PC= 1225.6 PT= 1479.5 MB= 166.6 PV= 407.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1479.50 FX/PZ = 0.02 MRZ= 172.7 MRY= 34.4 | |---------------------------------------------------------------------| 99 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.231 238
17.21 C 0.00 -14.13 0.50 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 99 UNIT - kN,m SECTION CLASS 1 | |MCZ= 67.4 MCY= 32.5 PC= 938.3 PT= 1067.0 MB= 66.3 PV= 210.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.02 MRZ= 67.4 MRY= 32.5 | |---------------------------------------------------------------------| 100 ST HE160A (EUROPEAN SECTIONS) PASS EC:6 - A.1 0.244 237
1.31 C 3.60 -8.76 1.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 100 UNIT - kN,m SECTION CLASS 1 | |MCZ= 67.4 MCY= 32.5 PC= 938.3 PT= 1067.0 MB= 66.3 PV= 210.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.00 MRZ= 67.4 MRY= 32.5 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 106
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
104 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.532 230
57.17 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 104 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.7 MCY= 3.7 PC= 107.5 PT= 258.5 MB= 3.4 PV= 51.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.22 MRZ= 1.7 MRY= 3.7 | |---------------------------------------------------------------------|
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113 ST IPE300 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.385 238
22.97 C 1.03 -58.68 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 113 UNIT - kN,m SECTION CLASS 1 | |MCZ= 172.7 MCY= 34.4 PC= 1225.6 PT= 1479.5 MB= 172.7 PV= 407.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1479.50 FX/PZ = 0.02 MRZ= 172.7 MRY= 34.4 | |---------------------------------------------------------------------| 114 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.376 238
27.20 C 0.00 -1.05 0.25 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 114 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 109.7 PT= 283.3 MB= 7.9 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.10 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 115 ST L60X60X6 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.275 234
9.21 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 115 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.1 MCY= 2.3 PC= 33.5 PT= 190.0 MB= 1.9 PV= 38.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 190.03 FX/PZ = 0.05 MRZ= 1.1 MRY= 2.3 | |---------------------------------------------------------------------| 116 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.184 241
38.93 T -13.20 -84.97 0.00 STAAD SPACE -- PAGE NO. 107
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 116 UNIT - kN,m SECTION CLASS 1 | |MCZ= 704.6 MCY= 240.1 PC= 3974.1 PT= 4372.5 MB= 704.6 PV= 910.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.01 MRZ= 704.6 MRY= 240.1 | |---------------------------------------------------------------------| 118 ST L70X70X7 (EUROPEAN SECTIONS)
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49.42 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 118 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.7 MCY= 3.7 PC= 127.2 PT= 258.5 MB= 3.5 PV= 51.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.19 MRZ= 1.7 MRY= 3.7 | |---------------------------------------------------------------------| 119 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.089 239
3.32 C 13.08 -24.03 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 119 UNIT - kN,m SECTION CLASS 1 | |MCZ= 704.6 MCY= 240.1 PC= 3974.1 PT= 4372.5 MB= 704.6 PV= 910.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.00 MRZ= 704.6 MRY= 240.1 | |---------------------------------------------------------------------| 121 ST HE140A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.257 238
20.85 T 0.60 9.86 1.07 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 121 UNIT - kN,m SECTION CLASS 1 | |MCZ= 47.6 MCY= 23.4 PC= 623.7 PT= 863.5 MB= 47.6 PV= 160.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 863.50 FX/PZ = 0.02 MRZ= 47.6 MRY= 23.4 | |---------------------------------------------------------------------| 124 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.135 234
15.15 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 124 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.7 MCY= 3.7 PC= 112.0 PT= 258.5 MB= 3.4 PV= 51.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.06 MRZ= 1.7 MRY= 3.7 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 108
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
125 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.120 226
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14.13 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 125 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.7 MCY= 3.7 PC= 117.3 PT= 258.5 MB= 3.4 PV= 51.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.05 MRZ= 1.7 MRY= 3.7 | |---------------------------------------------------------------------| 126 ST HE140A (EUROPEAN SECTIONS) PASS EC-6.3.3-661 0.305 241
35.00 C -0.28 11.63 0.93 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 126 UNIT - kN,m SECTION CLASS 1 | |MCZ= 47.6 MCY= 23.4 PC= 623.7 PT= 863.5 MB= 47.6 PV= 160.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 863.50 FX/PZ = 0.04 MRZ= 47.6 MRY= 23.4 | |---------------------------------------------------------------------| 127 ST HE140A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.258 237
19.46 T -0.67 -9.83 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 127 UNIT - kN,m SECTION CLASS 1 | |MCZ= 47.6 MCY= 23.4 PC= 623.7 PT= 863.5 MB= 47.6 PV= 160.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 863.50 FX/PZ = 0.02 MRZ= 47.6 MRY= 23.4 | |---------------------------------------------------------------------| 128 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.344 241
16.45 C 0.00 3.64 1.28 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 128 UNIT - kN,m SECTION CLASS 1 | |MCZ= 16.8 MCY= 3.9 PC= 214.2 PT= 363.0 MB= 13.4 PV= 99.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.05 MRZ= 16.8 MRY= 3.9 | |---------------------------------------------------------------------| 129 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.418 237
33.52 C -0.01 3.63 1.28 STAAD SPACE -- PAGE NO. 109
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 129 UNIT - kN,m SECTION CLASS 1 | |MCZ= 16.8 MCY= 3.9 PC= 214.2 PT= 363.0 MB= 13.4 PV= 99.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.09 MRZ= 16.8 MRY= 3.9 | |---------------------------------------------------------------------| 131 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.120 241
16.36 T -17.07 -31.70 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 131 UNIT - kN,m SECTION CLASS 1 | |MCZ= 704.6 MCY= 240.1 PC= 3974.1 PT= 4372.5 MB= 704.6 PV= 910.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.00 MRZ= 704.6 MRY= 240.1 | |---------------------------------------------------------------------| 132 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.364 238
47.23 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 132 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.7 MCY= 3.7 PC= 129.8 PT= 258.5 MB= 3.5 PV= 51.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.18 MRZ= 1.7 MRY= 3.7 | |---------------------------------------------------------------------| 133 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.324 226
37.98 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 133 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.7 MCY= 3.7 PC= 117.3 PT= 258.5 MB= 3.4 PV= 51.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.15 MRZ= 1.7 MRY= 3.7 | |---------------------------------------------------------------------| 136 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.532 230
45.60 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 136 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.7 MCY= 3.7 PC= 85.8 PT= 258.5 MB= 3.3 PV= 51.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.18 MRZ= 1.7 MRY= 3.7 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 110
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137 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.438 230
35.15 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 137 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.7 MCY= 3.7 PC= 80.2 PT= 258.5 MB= 3.3 PV= 51.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.14 MRZ= 1.7 MRY= 3.7 | |---------------------------------------------------------------------| 138 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.109 234
78.87 C 1.91 8.68 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 138 UNIT - kN,m SECTION CLASS 1 | |MCZ= 204.9 MCY= 96.8 PC= 1492.4 PT= 2112.0 MB= 195.8 PV= 399.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.04 MRZ= 204.9 MRY= 96.8 | |---------------------------------------------------------------------| 139 ST L60X60X6 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.241 218
13.07 C 0.00 0.00 1.70 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 139 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.1 MCY= 2.3 PC= 54.3 PT= 190.0 MB= 2.0 PV= 38.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 190.03 FX/PZ = 0.07 MRZ= 1.1 MRY= 2.3 | |---------------------------------------------------------------------| 140 ST HE160A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.075 234
44.81 T 1.01 0.12 0.92 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 140 UNIT - kN,m SECTION CLASS 1 | |MCZ= 67.4 MCY= 32.5 PC= 835.2 PT= 1067.0 MB= 67.4 PV= 210.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1067.00 FX/PZ = 0.04 MRZ= 67.4 MRY= 32.5 | |---------------------------------------------------------------------| 142 ST HE120A (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.325 230
61.96 C 0.00 0.00 0.00 STAAD SPACE -- PAGE NO. 111
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 142 UNIT - kN,m SECTION CLASS 1 | |MCZ= 32.7 MCY= 16.2 PC= 190.6 PT= 695.8 MB= 23.6 PV= 133.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 695.75 FX/PZ = 0.09 MRZ= 32.7 MRY= 16.2 | |---------------------------------------------------------------------| 143 ST HE120A (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.532 241
101.32 C 0.00 0.00 4.29 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 143 UNIT - kN,m SECTION CLASS 1 | |MCZ= 32.7 MCY= 16.2 PC= 190.6 PT= 695.8 MB= 23.6 PV= 133.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 695.75 FX/PZ = 0.15 MRZ= 32.7 MRY= 16.2 | |---------------------------------------------------------------------| 144 ST HE120A (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.426 241
81.11 C 0.00 0.00 4.29 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 144 UNIT - kN,m SECTION CLASS 1 | |MCZ= 32.7 MCY= 16.2 PC= 190.6 PT= 695.8 MB= 23.6 PV= 133.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 695.75 FX/PZ = 0.12 MRZ= 32.7 MRY= 16.2 | |---------------------------------------------------------------------| 145 ST HE120A (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.647 238
123.26 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 145 UNIT - kN,m SECTION CLASS 1 | |MCZ= 32.7 MCY= 16.2 PC= 190.6 PT= 695.8 MB= 23.6 PV= 133.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 695.75 FX/PZ = 0.18 MRZ= 32.7 MRY= 16.2 | |---------------------------------------------------------------------| 146 ST IPE140 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.137 234
6.69 C 0.03 1.58 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 146 UNIT - kN,m SECTION CLASS 1 | |MCZ= 24.2 MCY= 5.2 PC= 173.9 PT= 451.0 MB= 16.3 PV= 120.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 |
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147 ST L80X80X8 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.172 238
9.98 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 147 UNIT - kN,m SECTION CLASS 4 | |MCZ= 2.6 MCY= 5.5 PC= 58.0 PT= 338.3 MB= 4.5 PV= 67.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 338.25 FX/PZ = 0.03 MRZ= 2.6 MRY= 5.5 | |---------------------------------------------------------------------| 148 ST L80X80X8 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.216 238
12.55 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 148 UNIT - kN,m SECTION CLASS 4 | |MCZ= 2.6 MCY= 5.5 PC= 58.0 PT= 338.3 MB= 4.5 PV= 67.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 338.25 FX/PZ = 0.04 MRZ= 2.6 MRY= 5.5 | |---------------------------------------------------------------------| 149 ST L60X60X6 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.246 226
8.24 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 149 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.1 MCY= 2.3 PC= 33.5 PT= 190.0 MB= 1.9 PV= 38.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 190.03 FX/PZ = 0.04 MRZ= 1.1 MRY= 2.3 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 113
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129.48 C 1.46 -30.16 0.00 ======================================================================= MATERIAL DATA Grade of steel = S 275 Modulus of elasticity = 205 kN/mm2 Design Strength (py) = 275 N/mm2 SECTION PROPERTIES (units - cm) Member Length = 230.00 Gross Area = 76.80 Net Area = 76.80 z-axis y-axis Moment of inertia : 7763.001 2769.000 Plastic modulus : 745.000 352.000 Elastic modulus : 675.044 230.750 Shear Area : 38.399 25.140 Radius of gyration : 10.054 6.005 Effective Length : 380.000 380.000 DESIGN DATA (units - kN,m) EUROCODE NO.3 /2005 Section Class : CLASS 1 Squash Load : 2112.00 Axial force/Squash load : 0.061 GM0 : 1.00 GM1 : 1.00 GM2 : 1.00 z-axis y-axis Slenderness ratio (KL/r) : 37.8 63.3 Compression Capacity : 1925.6 1492.4 Tension Capacity : 2112.0 2112.0 Moment Capacity : 204.9 96.8 Reduced Moment Capacity : 204.9 96.8 Shear Capacity : 609.7 399.2 BUCKLING CALCULATIONS (units - kN,m) Lateral Torsional Buckling Moment MB = 200.0 co-efficients C1 & K : C1 =1.132 K =1.0, Effective Length= 2.300 Elastic Critical Moment for LTB, Mcr = 965.1 Critical Load For Torsional Buckling, NcrT = 11567.2 Critical Load For Torsional-Flexural Buckling, NcrTF = 11567.2 STAAD SPACE -- PAGE NO. 114
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ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
CRITICAL LOADS FOR EACH CLAUSE CHECK (units- kN,m): CLAUSE RATIO LOAD FX VY VZ MZ MY EC-6.3.1.1 0.089 237 133.0 13.1 -0.6 0.0 0.0 EC-6.2.1(7) 0.224 234 129.5 -13.1 0.6 -30.2 1.5 EC-6.3.3-661 0.165 234 129.5 -13.1 0.6 -30.2 1.5 EC-6.3.3-662 0.245 234 129.5 -13.1 0.6 -30.2 1.5 EC-6.2.6-(Z) 0.001 234 129.5 -13.1 0.6 -30.2 1.5 EC-6.2.6-(Y) 0.036 234 83.8 14.5 0.6 0.0 0.0 EC-6.3.2 LTB 0.167 237 80.3 -14.5 -0.6 -33.3 -1.5 Torsion and deflections have not been considered in the design. _________________________ 152 ST L90X90X9 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.204 218
33.30 C 0.00 0.00 2.12 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 152 UNIT - kN,m SECTION CLASS 4 | |MCZ= 3.6 MCY= 7.8 PC= 163.1 PT= 426.3 MB= 7.2 PV= 85.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 426.25 FX/PZ = 0.08 MRZ= 3.6 MRY= 7.8 | |---------------------------------------------------------------------| 153 ST L90X90X9 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.304 218
49.55 C 0.00 0.00 2.12 STAAD SPACE -- PAGE NO. 115
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 153 UNIT - kN,m SECTION CLASS 4 | |MCZ= 3.6 MCY= 7.8 PC= 163.1 PT= 426.3 MB= 7.2 PV= 85.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 426.25 FX/PZ = 0.12 MRZ= 3.6 MRY= 7.8 | |---------------------------------------------------------------------| 155 ST IPE100 (EUROPEAN SECTIONS)
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PASS EC-6.2.7(5) 0.914 237
6.40 C -1.41 -0.30 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 155 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 54.5 PT= 283.3 MB= 8.7 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.02 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 157 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.2.7(5) 0.309 241
6.40 C -0.23 -0.43 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 157 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 54.5 PT= 283.3 MB= 8.7 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.02 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 158 ST IPE140 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.141 234
1.74 C 0.02 2.10 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 158 UNIT - kN,m SECTION CLASS 1 | |MCZ= 24.2 MCY= 5.2 PC= 173.9 PT= 451.0 MB= 16.3 PV= 120.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 451.00 FX/PZ = 0.00 MRZ= 24.2 MRY= 5.2 | |---------------------------------------------------------------------| 159 ST L80X80X8 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.186 238
10.77 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 159 UNIT - kN,m SECTION CLASS 4 | |MCZ= 2.6 MCY= 5.5 PC= 58.0 PT= 338.3 MB= 4.5 PV= 67.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 338.25 FX/PZ = 0.03 MRZ= 2.6 MRY= 5.5 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 116
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160 ST L80X80X8 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.232 238
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13.46 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 160 UNIT - kN,m SECTION CLASS 4 | |MCZ= 2.6 MCY= 5.5 PC= 58.0 PT= 338.3 MB= 4.5 PV= 67.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 338.25 FX/PZ = 0.04 MRZ= 2.6 MRY= 5.5 | |---------------------------------------------------------------------| 178 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.332 241
31.32 T -0.90 -0.22 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 178 UNIT - kN,m SECTION CLASS 1 | |MCZ= 16.8 MCY= 3.9 PC= 80.7 PT= 363.0 MB= 13.6 PV= 99.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.09 MRZ= 16.8 MRY= 3.9 | |---------------------------------------------------------------------| 179 ST L80X80X8 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.678 226
58.07 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 179 UNIT - kN,m SECTION CLASS 4 | |MCZ= 2.6 MCY= 5.5 PC= 85.7 PT= 338.3 MB= 4.8 PV= 67.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 338.25 FX/PZ = 0.17 MRZ= 2.6 MRY= 5.5 | |---------------------------------------------------------------------| 180 ST L80X80X8 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.708 234
60.50 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 180 UNIT - kN,m SECTION CLASS 4 | |MCZ= 2.6 MCY= 5.5 PC= 85.5 PT= 338.3 MB= 4.7 PV= 67.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 338.25 FX/PZ = 0.18 MRZ= 2.6 MRY= 5.5 | |---------------------------------------------------------------------| 181 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.357 226
23.02 C 0.29 0.15 0.00 STAAD SPACE -- PAGE NO. 117
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 181 UNIT - kN,m SECTION CLASS 1 | |MCZ= 16.8 MCY= 3.9 PC= 80.7 PT= 363.0 MB= 13.6 PV= 99.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.06 MRZ= 16.8 MRY= 3.9 | |---------------------------------------------------------------------| 182 ST L80X80X8 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.727 234
62.27 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 182 UNIT - kN,m SECTION CLASS 4 | |MCZ= 2.6 MCY= 5.5 PC= 85.7 PT= 338.3 MB= 4.8 PV= 67.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 338.25 FX/PZ = 0.18 MRZ= 2.6 MRY= 5.5 | |---------------------------------------------------------------------| 183 ST L80X80X8 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.752 234
64.29 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 183 UNIT - kN,m SECTION CLASS 4 | |MCZ= 2.6 MCY= 5.5 PC= 85.5 PT= 338.3 MB= 4.7 PV= 67.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 338.25 FX/PZ = 0.19 MRZ= 2.6 MRY= 5.5 | |---------------------------------------------------------------------| 186 ST UPN80 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.111 226
6.47 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 186 UNIT - kN,m SECTION CLASS 1 | |MCZ= 8.8 MCY= 2.7 PC= 58.2 PT= 302.5 MB= 5.9 PV= 78.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 302.50 FX/PZ = 0.02 MRZ= 8.8 MRY= 2.7 | |---------------------------------------------------------------------| 187 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.014 226
2.62 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 187 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 182.8 PT= 283.3 MB= 9.1 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.01 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 118
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188 ST L60X60X6 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.113 226
7.44 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 188 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.1 MCY= 2.3 PC= 65.6 PT= 190.0 MB= 2.1 PV= 38.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 190.03 FX/PZ = 0.04 MRZ= 1.1 MRY= 2.3 | |---------------------------------------------------------------------| 189 ST L60X60X6 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.151 234
9.89 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 189 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.1 MCY= 2.3 PC= 65.6 PT= 190.0 MB= 2.1 PV= 38.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 190.03 FX/PZ = 0.05 MRZ= 1.1 MRY= 2.3 | |---------------------------------------------------------------------| 190 ST L60X60X6 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.002 218
0.10 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 190 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.1 MCY= 2.3 PC= 68.8 PT= 190.0 MB= 2.1 PV= 38.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 190.03 FX/PZ = 0.00 MRZ= 1.1 MRY= 2.3 | |---------------------------------------------------------------------| 191 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.683 237
11.61 T -5.95 -126.28 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 191 UNIT - kN,m SECTION CLASS 1 | |MCZ= 204.9 MCY= 96.8 PC= 1905.5 PT= 2112.0 MB= 204.9 PV= 399.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.01 MRZ= 204.9 MRY= 96.8 | |---------------------------------------------------------------------| 193 ST HE240A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.693 237
11.68 T -7.50 -125.05 0.00 STAAD SPACE -- PAGE NO. 119
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 193 UNIT - kN,m SECTION CLASS 1 | |MCZ= 204.9 MCY= 96.8 PC= 1905.5 PT= 2112.0 MB= 204.9 PV= 399.2| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 2112.00 FX/PZ = 0.01 MRZ= 204.9 MRY= 96.8 | |---------------------------------------------------------------------| 195 ST IPE300 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.356 238
23.53 C 0.97 -53.19 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 195 UNIT - kN,m SECTION CLASS 1 | |MCZ= 172.7 MCY= 34.4 PC= 1225.6 PT= 1479.5 MB= 168.9 PV= 407.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1479.50 FX/PZ = 0.02 MRZ= 172.7 MRY= 34.4 | |---------------------------------------------------------------------| 196 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.247 218
0.08 C 0.00 -1.94 0.75 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 196 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 109.7 PT= 283.3 MB= 7.9 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 198 ST HE120A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.191 241
22.97 C -1.36 -0.02 2.35 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 198 UNIT - kN,m SECTION CLASS 1 | |MCZ= 32.7 MCY= 16.2 PC= 164.4 PT= 695.8 MB= 28.4 PV= 133.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 695.75 FX/PZ = 0.03 MRZ= 32.7 MRY= 16.2 | |---------------------------------------------------------------------| 199 ST HE120A (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.118 234
12.63 C 0.98 0.01 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 199 UNIT - kN,m SECTION CLASS 1 | |MCZ= 32.7 MCY= 16.2 PC= 164.4 PT= 695.8 MB= 28.4 PV= 133.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 |
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200 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.113 241
104.02 C -14.33 -21.05 1.17 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 200 UNIT - kN,m SECTION CLASS 1 | |MCZ= 704.6 MCY= 240.1 PC= 3974.1 PT= 4372.5 MB= 704.6 PV= 910.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.02 MRZ= 704.6 MRY= 240.1 | |---------------------------------------------------------------------| 201 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.343 238
16.42 C 0.00 -3.64 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 201 UNIT - kN,m SECTION CLASS 1 | |MCZ= 16.8 MCY= 3.9 PC= 214.4 PT= 363.0 MB= 13.4 PV= 99.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.05 MRZ= 16.8 MRY= 3.9 | |---------------------------------------------------------------------| 202 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.067 238
2.03 C 0.00 -0.49 0.36 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 202 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 170.2 PT= 283.3 MB= 8.9 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.01 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 203 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.417 234
33.31 C 0.01 -3.63 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 203 UNIT - kN,m SECTION CLASS 1 | |MCZ= 16.8 MCY= 3.9 PC= 214.4 PT= 363.0 MB= 13.4 PV= 99.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.09 MRZ= 16.8 MRY= 3.9 |
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0.95 C 0.00 -1.58 0.77 STAAD SPACE -- PAGE NO. 121
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 204 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 78.0 PT= 283.3 MB= 7.1 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 205 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.082 238
16.64 T 14.15 13.61 1.28 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 205 UNIT - kN,m SECTION CLASS 1 | |MCZ= 704.6 MCY= 240.1 PC= 3974.1 PT= 4372.5 MB= 704.6 PV= 910.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.00 MRZ= 704.6 MRY= 240.1 | |---------------------------------------------------------------------| 206 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.067 238
2.13 C 0.00 -0.49 0.36 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 206 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 170.2 PT= 283.3 MB= 8.9 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.01 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 207 ST IPE300 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.260 241
28.42 T -0.50 -39.12 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 207 UNIT - kN,m SECTION CLASS 1 | |MCZ= 172.7 MCY= 34.4 PC= 1225.6 PT= 1479.5 MB= 168.9 PV= 407.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1479.50 FX/PZ = 0.02 MRZ= 172.7 MRY= 34.4 | |---------------------------------------------------------------------|
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0.11 C 0.00 -1.07 0.75 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 208 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 109.7 PT= 283.3 MB= 7.9 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 122
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209 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.548 234
11.77 C 0.01 -6.41 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 209 UNIT - kN,m SECTION CLASS 1 | |MCZ= 16.8 MCY= 3.9 PC= 197.0 PT= 363.0 MB= 13.0 PV= 99.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.03 MRZ= 16.8 MRY= 3.9 | |---------------------------------------------------------------------| 210 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.117 218
3.16 T 0.00 -1.04 0.54 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 210 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 170.2 PT= 283.3 MB= 8.9 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.01 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 211 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.723 238
50.04 C 0.02 -6.49 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 211 UNIT - kN,m SECTION CLASS 1 | |MCZ= 16.8 MCY= 3.9 PC= 197.0 PT= 363.0 MB= 13.0 PV= 99.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.14 MRZ= 16.8 MRY= 3.9 | |---------------------------------------------------------------------| 212 ST IPE100 (EUROPEAN SECTIONS)
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3.14 T 0.00 -3.08 0.92 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 212 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 78.0 PT= 283.3 MB= 7.1 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.01 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 213 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.193 238
78.17 T 13.20 84.97 1.38 STAAD SPACE -- PAGE NO. 123
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 213 UNIT - kN,m SECTION CLASS 1 | |MCZ= 704.6 MCY= 240.1 PC= 3974.1 PT= 4372.5 MB= 704.6 PV= 910.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.02 MRZ= 704.6 MRY= 240.1 | |---------------------------------------------------------------------| 214 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.148 238
7.54 C 0.00 -0.92 0.36 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 214 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 170.2 PT= 283.3 MB= 8.9 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.03 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 215 ST IPE300 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.328 241
29.56 T -1.10 -47.59 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 215 UNIT - kN,m SECTION CLASS 1 | |MCZ= 172.7 MCY= 34.4 PC= 1225.6 PT= 1479.5 MB= 172.7 PV= 407.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 1479.50 FX/PZ = 0.02 MRZ= 172.7 MRY= 34.4 | |---------------------------------------------------------------------| 216 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.240 218
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0.33 C 0.00 -1.86 0.75 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 216 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 109.7 PT= 283.3 MB= 7.9 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 217 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.490 220
8.80 T -0.01 -4.27 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 217 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 161.2 PT= 283.3 MB= 8.7 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.03 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 124
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
218 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.110 234
4.22 C 0.00 -0.76 0.36 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 218 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 170.2 PT= 283.3 MB= 8.9 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.01 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 219 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.496 220
8.93 T 0.00 -4.33 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 219 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 161.2 PT= 283.3 MB= 8.7 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.03 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 220 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.378 234
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2.88 C 0.00 -2.45 0.77 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 220 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 78.0 PT= 283.3 MB= 7.1 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.01 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 221 ST HE400A (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.098 237
23.04 T -2.92 -56.47 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 221 UNIT - kN,m SECTION CLASS 1 | |MCZ= 704.6 MCY= 240.1 PC= 3974.1 PT= 4372.5 MB= 704.6 PV= 910.6| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 4372.50 FX/PZ = 0.01 MRZ= 704.6 MRY= 240.1 | |---------------------------------------------------------------------| 222 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.104 238
1.87 C 0.00 -0.83 0.45 STAAD SPACE -- PAGE NO. 125
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 222 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 170.2 PT= 283.3 MB= 8.9 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.01 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 223 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.234 230
21.13 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 223 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.7 MCY= 3.7 PC= 90.4 PT= 258.5 MB= 3.3 PV= 51.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.08 MRZ= 1.7 MRY= 3.7 | |---------------------------------------------------------------------| 224 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.160 230
17.94 C 0.00 0.00 0.00
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|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 224 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.7 MCY= 3.7 PC= 112.0 PT= 258.5 MB= 3.4 PV= 51.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.07 MRZ= 1.7 MRY= 3.7 | |---------------------------------------------------------------------| 225 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.537 230
52.05 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 225 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.7 MCY= 3.7 PC= 96.9 PT= 258.5 MB= 3.4 PV= 51.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.20 MRZ= 1.7 MRY= 3.7 | |---------------------------------------------------------------------| 226 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.729 238
70.64 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 226 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.7 MCY= 3.7 PC= 96.9 PT= 258.5 MB= 3.4 PV= 51.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.27 MRZ= 1.7 MRY= 3.7 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 126
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
227 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.010 234
1.76 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 227 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 182.8 PT= 283.3 MB= 9.1 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.01 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 228 ST HE140A (EUROPEAN SECTIONS) PASS EC-6.3.3-661 0.307 238
35.02 C 0.28 -11.63 0.00 |---------------------------------------------------------------------|
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| CALCULATED CAPACITIES FOR MEMB 228 UNIT - kN,m SECTION CLASS 1 | |MCZ= 47.6 MCY= 23.4 PC= 623.7 PT= 863.5 MB= 47.6 PV= 160.5| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 863.50 FX/PZ = 0.04 MRZ= 47.6 MRY= 23.4 | |---------------------------------------------------------------------| 229 ST L70X70X7 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.236 230
30.63 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 229 UNIT - kN,m SECTION CLASS 4 | |MCZ= 1.7 MCY= 3.7 PC= 129.8 PT= 258.5 MB= 3.5 PV= 51.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 258.50 FX/PZ = 0.12 MRZ= 1.7 MRY= 3.7 | |---------------------------------------------------------------------| 230 ST IPE120 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.535 218
1.12 C 0.96 -3.24 0.92 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 230 UNIT - kN,m SECTION CLASS 1 | |MCZ= 16.8 MCY= 3.9 PC= 129.3 PT= 363.0 MB= 11.3 PV= 99.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 363.00 FX/PZ = 0.00 MRZ= 16.8 MRY= 3.9 | |---------------------------------------------------------------------| 231 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.005 218
0.03 T 0.00 -0.04 0.92 STAAD SPACE -- PAGE NO. 127
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 231 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 78.0 PT= 283.3 MB= 7.1 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 232 ST L90X90X9 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.081 229
6.32 C 0.00 0.00 3.28 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 232 UNIT - kN,m SECTION CLASS 4 |
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9.84 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 233 UNIT - kN,m SECTION CLASS 4 | |MCZ= 2.6 MCY= 5.5 PC= 59.2 PT= 338.3 MB= 4.5 PV= 67.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 338.25 FX/PZ = 0.03 MRZ= 2.6 MRY= 5.5 | |---------------------------------------------------------------------| 234 ST L80X80X8 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.290 241
17.19 C 0.00 0.00 2.99 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 234 UNIT - kN,m SECTION CLASS 4 | |MCZ= 2.6 MCY= 5.5 PC= 59.2 PT= 338.3 MB= 4.5 PV= 67.7| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 338.25 FX/PZ = 0.05 MRZ= 2.6 MRY= 5.5 | |---------------------------------------------------------------------| 235 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.147 237
6.61 C -0.11 0.01 1.14 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 235 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 54.5 PT= 283.3 MB= 8.7 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.02 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 128
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
236 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.184 237
8.20 C -0.12 -0.03 1.14 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 236 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 54.5 PT= 283.3 MB= 8.7 PV= 80.4|
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| BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.03 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 237 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.816 237
19.76 C -1.40 0.24 1.14 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 237 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 54.5 PT= 283.3 MB= 8.7 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.07 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 238 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.420 237
20.02 C -0.13 0.12 1.14 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 238 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 54.5 PT= 283.3 MB= 8.7 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.07 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 239 ST IPE140 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.075 238
7.45 C 0.25 -0.27 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 239 UNIT - kN,m SECTION CLASS 1 | |MCZ= 24.2 MCY= 5.2 PC= 254.5 PT= 451.0 MB= 18.7 PV= 120.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 451.00 FX/PZ = 0.02 MRZ= 24.2 MRY= 5.2 | |---------------------------------------------------------------------| 240 ST L60X60X6 (EUROPEAN SECTIONS) PASS EC-6.3.3-661 0.231 238
6.57 C 0.26 -0.01 0.00 STAAD SPACE -- PAGE NO. 129
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
|---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 240 UNIT - kN,m SECTION CLASS 4 | |MCZ= 0.9 MCY= 2.0 PC= 65.6 PT= 190.0 MB= 1.8 PV= 38.1| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 |
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0.06 T 0.00 -0.01 0.50 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 241 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 182.8 PT= 283.3 MB= 9.1 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 242 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.2 LTB 0.001 218
0.01 T 0.00 -0.01 0.50 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 242 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 182.8 PT= 283.3 MB= 9.1 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| 243 ST IPE140 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.082 238
0.15 C 0.17 1.19 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 243 UNIT - kN,m SECTION CLASS 1 | |MCZ= 24.2 MCY= 5.2 PC= 438.4 PT= 451.0 MB= 24.2 PV= 120.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 451.00 FX/PZ = 0.00 MRZ= 24.2 MRY= 5.2 | |---------------------------------------------------------------------| 244 ST IPE140 (EUROPEAN SECTIONS) PASS EC-6.2.1(7) 0.083 238
0.22 C 0.18 1.19 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 244 UNIT - kN,m SECTION CLASS 1 | |MCZ= 24.2 MCY= 5.2 PC= 438.4 PT= 451.0 MB= 24.2 PV= 120.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 451.00 FX/PZ = 0.00 MRZ= 24.2 MRY= 5.2 | |---------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 130
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
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245 ST IPE140 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.182 225
0.20 C -0.01 2.93 2.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 245 UNIT - kN,m SECTION CLASS 1 | |MCZ= 24.2 MCY= 5.2 PC= 173.9 PT= 451.0 MB= 16.3 PV= 120.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 451.00 FX/PZ = 0.00 MRZ= 24.2 MRY= 5.2 | |---------------------------------------------------------------------| 246 ST IPE140 (EUROPEAN SECTIONS) PASS EC-6.3.3-662 0.182 238
0.21 C 0.01 -2.93 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 246 UNIT - kN,m SECTION CLASS 1 | |MCZ= 24.2 MCY= 5.2 PC= 173.9 PT= 451.0 MB= 16.3 PV= 120.9| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 451.00 FX/PZ = 0.00 MRZ= 24.2 MRY= 5.2 | |---------------------------------------------------------------------| 247 ST IPE100 (EUROPEAN SECTIONS) PASS EC-6.3.1.1 0.005 226
1.28 C 0.00 0.00 0.00 |---------------------------------------------------------------------| | CALCULATED CAPACITIES FOR MEMB 247 UNIT - kN,m SECTION CLASS 1 | |MCZ= 10.7 MCY= 2.5 PC= 265.7 PT= 283.3 MB= 10.7 PV= 80.4| | BUCKLING CO-EFFICIENTS C1 AND K : C1 = 1.132 K = 1.000 | | PZ= 283.25 FX/PZ = 0.00 MRZ= 10.7 MRY= 2.5 | |---------------------------------------------------------------------| ************** END OF TABULATED RESULT OF DESIGN ************** 951. ************************************************************************** 952. STEEL TAKE OFF ALL STAAD SPACE -- PAGE NO. 131
ST HE240A 35.30 21.282 ST HE400A 16.00 19.970 ST HE160A 33.07 10.073 ST IPE100 42.33 3.423 ST IPE140 14.31 1.843 ST HE120A 26.57 5.278 ST IPE120 16.74 1.735
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ST UPN240 1.20 0.398 ST L70X70X7 22.21 1.639 ST IPE300 11.00 4.646 ST L90X90X9 10.80 1.314 ST L60X60X6 12.18 0.660 ST HE140A 4.00 0.986 ST L80X80X8 27.80 2.684 ST UPN80 2.33 0.201 ---------------- TOTAL = 76.132 ************ END OF DATA FROM INTERNAL STORAGE ************ 953. FINISH
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APPENDIX - A3PIPING LOADING INPUT
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A.. EQUIPMENT TAG - 500-D-004
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APPENDIX - A4 MECHANICAL DATA SHEETS / VENDOR DRAWING OF EQUIPMENTS
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A. EQUIPMENT TAG 500-D-004
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APPENDIX - A5 BASE PLATE DESIGN
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APPENDIX - A5 EFFECTIVE LENGTH CALCULATION
1.0 Frame Stability In X-Direction
ELEVATIONS### ### ###
0.00
0
0.00
0
0.00
00.
00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
0.00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
0.00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
0.00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
#DIV/0! #DIV/0! #DIV/0!
104.00 0.1 HE 400 A 0.1 ###
7.3
56.3
7.3
0
0.00
0
3.80
HE
240
A
HE
240
ANon- Sway0.724 0.724 #DIV/0!
1 1 N/A100.20
8.00
Type of support: PINNEDy
Type 1
z z
Type of column orientatin
yType 1
2.0 Frame Stability In Z-Direction
ELEVATIONS### ### ###
0.00
0
0.00
0
0.00
0
#DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
#DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
#DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
#DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
#DIV/0! #DIV/0! #DIV/0!
104.00 0.8 HE 160 A 0.8 ###
20.4
4.2
20.4
0
0.00
0
3.80
HE
240
A
HE
240
ANon- Sway0.940 0.940 #DIV/0!
1 1 N/A100.20
4.00
Type of support: PINNEDy
Type 2
z z
y
Type 1
3.0 Equipment supporting frame stability in X-Direction
ELEVATIONS### ### ###
0.00
0
0.00
0
0.00
0
0.00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
0.00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
0.00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
0.00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
#DIV/0! #DIV/0! #DIV/0!
106.09 0.9 IPE 120 1.0 ###
13.3
0.9
37.2
0
0.00
0
2.08
HE
240
A
HE
240
ANon- Sway
Type of column orientatin
2.08
HE
240
A
0.978
HE
240
A
0.992 #DIV/0!
1 1 N/A104.00
2.45
Type of support: PINNEDy
Type 1
z z
y
Type 1
4.0 Equipment supporting frame stability in Z-Direction
ELEVATIONS### ### ###
0.00
0
0.00
00.
000
0.00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
0.00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
0.00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
0.00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
Type of column orientatin
#DIV/0! #DIV/0! #DIV/0!
106.09 0.5 HE 240 A 0.5 ###
37.2
42.0
37.2
0
0.00
02.
08
HE
240
A
HE
240
ASway2.476 2.476 #DIV/0!
1 1 N/A104.00
1.85
Type of support: PINNEDy
Type 2
z z
y
Type 1
5.0 Platform frame stability in X-Direction
ELEVATIONS### ### ###
0.00
0
0.00
0
0.00
0
0.00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
0.00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
0.00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
0.00 #DIV/0! #DIV/0! #DIV/0!
Type of column orientatin
### ### ###
0.00
0
0.00
0
0.00
0
#DIV/0! #DIV/0! #DIV/0!
106.27 0.0 IPE 100 0.0 ###0.
071.7
0.07
0
0.00
0
2.27
IPE
100
IPE
100Non- Sway
0.705 0.705 #DIV/0!
1 1 N/A104.00
1.00
Type of support: PINNEDy
Type 1
z z
y
Type 1
6.0 Platform frame stability in Z-Direction
ELEVATIONS### ### ###
0.00
0
0.00
0
0.00
0
0.00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
0.00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
0.00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
Type of column orientatin
0.00
0
0.00
0
0.00
0
0.00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
#DIV/0! #DIV/0! #DIV/0!
106.27 0.3 IPE 140 0.3 ###
0.75
1.9
0.75
0
0.00
0
2.27
IPE
100
IPE
100Non- Sway
0.772 0.772 #DIV/0!
1 1 N/A104.00
2.92
Type of support: PINNEDy
Type 2
z z
y
Type 1
7.0 Pipe supporting frame stability in Z-Direction
ELEVATIONS### ### ###
0.00
0
0.00
0
0.00
0
0.00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
0.00 #DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0
Type of column orientatin
0.00
0.00
0.00
0.00
#DIV/0! #DIV/0! #DIV/0!
### ### ###
0.00
0
0.00
0
0.00
0-1
08.7
0
#DIV/0! #DIV/0! #DIV/0!
108.70 0.6 IPE 120 0.6 ###
1
1.18
1
0
0.00
0
2.35
HE
100
A
HE
100
ANon- Sway0.781 0.781 #DIV/0!
106.35 0.8 IPE 100 0.8 ###
1.49
0.91.
490
0.00
0
2.35
HE
100
A
HE
100
ANon- Sway0.918 0.918 #DIV/0!
1 1 N/A104.00
1.85
Type of support: PINNEDy
Type 2
z z
y
Type 1
Type of column orientatin
42 / 47
ALGIERS REFINERY
REHABILITATION AND ADAPTATION PROJECT
Document Class:CLASS 2 Project N° - Unit Doc Type Material code Serial Numbe REV. Page
9952T-500 CN 1832 0451 A
9.0 CONNECTION FORCES
SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
43 / 47
ALGIERS REFINERY
REHABILITATION AND ADAPTATION PROJECT
Document Class:CLASS 2 Project N° - Unit Doc Type Material code Serial Numbe REV. Page
9952T-500 CN 1832 0451 A
SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-06
Design End Force
Maximum size of moment connections.
N = Axial forces
Fy = Shear Y
Fz = Shear Z
My = Bending Y
Mz = Bending Z
Minimum requirement for designing connections which are not relevant of seismic requirement
a) Moment connections: 60% of full bending capacity, 20% of the shear member capacity, plus 15% of the axial member capacity.b) Simple beam connections: 20% of shear capacity of memberc) Main bracings: 20% of tension capacity of member
Note : All member end forces indicated herein are factored forces. In addition, a 10% increase was considered for the design of connections. The values tabulated below are to be used if they exceed the min. requirements as listed above.
* As per seismic requirement, connection forces of members in braced frame are obtained for 1.5 times of seismic forces.* Loads given above includes 10% contigencies for future design development.* Column splices shall be developed for the full strength of the column.* Beam splices shall be developed for the full strength of the beam.
Type of Connecti
on
Axial "N" (kN)
Shear "(Fy)" ( kN )
Shear "(Fz)" ( kN )
Moment "My"
(kN-m)
Moment "Mz" (kN-m)
48 / 55 .
ALGIERS REFINERY
REHABILITATION AND ADAPTATION PROJECT
Document Class:CLASS 2 Project N° - Unit Doc Type Material code Serial Numbe REV. Page
9952T-500 CN 1832 0451 A
9.0 CONNECTION FORCES
SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-07
49 / 55 .
ALGIERS REFINERY
REHABILITATION AND ADAPTATION PROJECT
Document Class:CLASS 2 Project N° - Unit Doc Type Material code Serial Numbe REV. Page
9952T-500 CN 1832 0451 A
SUPERSTRUCTURE CALCULATION NOTE FOR TECHNOLOGICAL STRUCTURE 500-SC-07
Design End Force
Maximum size of moment connections.
N = Axial forces
Fy = Shear Y
Fz = Shear Z
My = Bending Y
Mz = Bending Z
Minimum requirement for designing connections which are not relevant of seismic requirement
a) Moment connections: 60% of full bending capacity, 20% of the shear member capacity, plus 15% of the axial member capacity.b) Simple beam connections: 20% of shear capacity of memberc) Main bracings: 20% of tension capacity of member
Note : All member end forces indicated herein are factored forces. In addition, a 10% increase was considered for the design of connections. The values tabulated below are to be used if they exceed the min. requirements as listed above.
* As per seismic requirement, connection forces of members in braced frame are obtained for 1.5 times of seismic forces.* Loads given above includes 10% contigencies for future design development.* Column splices shall be developed for the full strength of the column.* Beam splices shall be developed for the full strength of the beam.* Beams at Platform EL +103.500 are under hold
Type of Connecti
on
Axial "N" (kN)
Shear "(Fy)" ( kN )
Shear "(Fz)" ( kN )
Moment "My"
(kN-m)
Moment "Mz" (kN-m)
Mass Depth Width Thickness of Root Depth Second Moment Radius Elastic Plastic Buckling Torsional Warping Torsional Areaper of of Web Flange Radius between of Area of Gyration Modulus Modulus Parameter Index Constant Constant of