CSA Beam Column Design

Rating:
2

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

Submitted On:
09 Dec 2015
File Size:
759.50 Kb
Downloads:
115
File Version:
1.0
File Author:
rfd23
Rating:
2

 
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Comments: 1
JohnDoyle[Admin] 5 years ago
Thanks for your début calculation I have awarded a free 3 month XLC Pro subscription by way of thanks.