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Section Classification of Laterally unsupported ISMB section

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Revision 3 posted to Structural Analysis and Design Wiki by Suro on 9/19/2013 6:35:50 AM

Section Classification of Laterally unsupported ISMB section

STAAD.Pro Model

Relevant STAAD.Pro model (.std file) can be downloaded from the following link:

http://communities.bentley.com/products/structural/structural_analysis___design/m/structural_analysis_and_design_gallery/259584.aspx

Sectional Property details

Section ISMB250

Ax = 4760 mm2                                  ZEZ = 410560 mm3

Ay = 1725 mm2                                  ZEY = 53600 mm3

Az = 3125 mm2                                  ZPZ = 466000 mm3

Ixx = 250000 mm4                              ZPY = 89700 mm3

Iyy = 3350000 mm4                                          fy = 250 N/mm2

 ry = 26.53 mm                                     FU = 420 N/mm2

 rz = 103.83 mm

Critical Design Forces

 

Axial Force (FX) = 710.792E-03 kN (Compression)

Shear force (FY) = -4.500E+00 kN    

Shear force (FZ) = 0.000E+00 kN

Torsion (MX) = 0.000E+00 kN-m    

Bending moment (MY) = 0.000E+00 kN-m       

Bending moment (MZ) = 1.914E+00 kN-m     

Section Classification 

STAAD.Pro Design Output



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