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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![avatar johndoyle[admin]](/media/com_osmembership/avatars/62_56e81868b9b33.png){kind=small}
johndoyle[admin]
8 years ago
Thanks for your début calculation I have awarded a free 3 month XLC Pro subscription by way of thanks.
