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Steel Design: Project Job Number Engineer

The document provides a summary of the steel section check results for Frame 2 of a project. It analyzes the forces and moments on a HN300X150X6.5X9 steel beam that is 3.536 meters long. It checks that the beam meets stress, axial force, moment, shear, and torsion design requirements under a specified load combination, finding the beam to be okay in all checks. Key calculated values and capacity to demand ratios are provided.

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chirathip vasuvattakul
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60 views1 page

Steel Design: Project Job Number Engineer

The document provides a summary of the steel section check results for Frame 2 of a project. It analyzes the forces and moments on a HN300X150X6.5X9 steel beam that is 3.536 meters long. It checks that the beam meets stress, axial force, moment, shear, and torsion design requirements under a specified load combination, finding the beam to be okay in all checks. Key calculated values and capacity to demand ratios are provided.

Uploaded by

chirathip vasuvattakul
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as PDF, TXT or read online on Scribd
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SAP2000 Steel Design Project

Job Number
Engineer

Eurocode 3-2005 STEEL SECTION CHECK


Combo : 1.35DL+1.05LL-1.5Wy-FhnY
Units : KN, m, C

Frame : 2 Design Sect: GB-HN300X150X6.5X9


X Mid : 54.000 Design Type: Beam
Y Mid : 16.232 Frame Type : Moment Resisting Frame
Z Mid : 13.082 Sect Class : Class 1
Length : 3.536 Major Axis : 0.000 degrees counterclockwise from local 3
Loc : 2.218 RLLF : 1.000

Area : 0.005 SMajor : 4.900E-04 rMajor : 0.124 AVMajor: 0.002


IMajor : 7.350E-05 SMinor : 6.773E-05 rMinor : 0.033 AVMinor: 0.002
IMinor : 5.080E-06 ZMajor : 5.239E-04 E : 200000000.00
Ixy : 0.000 ZMinor : 1.044E-04 Fy : 215000.000

STRESS CHECK FORCES & MOMENTS


Location P M33 M22 V2 V3 T
2.218 18.068 1.070 -1.391 0.487 -0.128 0.000

PMM DEMAND/CAPACITY RATIO


Governing Total P MMajor MMinor Ratio Status
Equation Ratio Ratio Ratio Ratio Limit Check
(6.2.1) 0.098 = 0.019 + 0.010 + 0.068 1.000 OK

AXIAL FORCE DESIGN


Ned Nc,Rd Nt,Rd Nb33,Rd Nb22,Rd
Force Capacity Capacity Major Minor
Axial 18.068 649.014 928.995 908.797 649.014

MOMENT DESIGN
Med Mc,Rd Mv,Rd Mb,Rd
Moment Capacity Capacity Capacity
Major Moment 1.070 102.406 102.406 102.406
Minor Moment -1.391 20.409 20.409

K L k kzy kyz C1
Factor Factor Factor Factor Factor Factor
Major Moment 1.000 1.000 1.002 0.997 1.000
Minor Moment 1.000 0.745 1.030 0.618

SHEAR DESIGN
Ved Vc,Rd Stress Status Ted
Force Capacity Ratio Check Torsion
Major Shear 0.487 220.049 0.002 OK 0.000
Minor Shear 0.128 253.903 0.001 OK 0.000

SAP2000 v14.1.0 - File:D:\PROJECT\SJM\Calc\161029_SJM_Calc_Shoring tower_Rev1\Bak data\SAP\161028_SJM_Dome-shoring


¸Ñ¹ÇÒ¤Á 24, 2559 11:48
tower -V3

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