CSA Beam Column Design

(5/7)

Description


Maximum Unbraced Compression Length - X 

Maximum Unbraced Compression Length - Y

Beam Unbraced Length - X

Slenderness Factor

Modulus of Elasticity

Yield Stress

Minimum r based on Kl / r <= 200

Axial Compression

Bending Moment ( X - Axis )

Bending Moment ( Y - Axis )

 

Calculation Reference
Structural Steel

CSA Steel Sections

Steel Design

Calculation Preview

rfd23 (rfireman)
09 Dec 2015
File Size: 759.50 Kb
Downloads: 157
File Version: 1.0
File Author: rfd23
File Rating (5/7)

 
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Comments: 1
johndoyle-admin 9 years ago
Thanks for your début calculation I have awarded a free 3 month XLC Pro subscription by way of thanks.
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