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Minor axis Shear Capacity Calculation of I section

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Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/17/2016 6:26:07 PM

  
 Applies To 
  
 Product(s):STAAD.Pro
 Version(s):All
 Environment: N/A
 Area: STAAD.Pro Wiki
 Subarea: Design
 Original Author:Surojit Ghosh
  

 

 

 

 

 

 

 

 

STAAD.Pro Model

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

STAAD.Pro model for AISC 360-10 verification example

Section Details

Overall Dimension (D) = 1500mm

Flange width (Bf) = 250mm

Flange thickness (tf) = 30mm

Thickness of Web (tw) = 15mm

h= 1500-2*30 = 1440mm

Shear Capacity Calculation

STAAD.Pro Design Output


Tags: Minor axis Shear Capacity Calculation of I section

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