CSA Beam Column Design
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 By:
Submitted On:
09 Dec 2015
File Size:
759.50 Kb
Downloads:
143
File Version:
1.0
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Comments: 1
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![avatar JohnDoyle[Admin]](/media/com_osmembership/avatars/62_56e81868b9b33.png){kind=small}
JohnDoyle[Admin]
7 years ago
Thanks for your début calculation I have awarded a free 3 month XLC Pro subscription by way of thanks.