CSA Beam Column Design
Maximum Unbraced Compression Length - X
Maximum Unbraced Compression Length - Y
Beam Unbraced Length - X
Modulus of Elasticity
Minimum r based on Kl / r <= 200
Bending Moment ( X - Axis )
Bending Moment ( Y - Axis )
CSA Steel Sections
09 Dec 2015
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JohnDoyle[Admin] 7 years ago
Thanks for your début calculation I have awarded a free 3 month XLC Pro subscription by way of thanks.