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
(5/7)
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Comments: 1
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johndoyle-admin
9 years ago
Thanks for your début calculation I have awarded a free 3 month XLC Pro subscription by way of thanks.
