CSA Beam Column Design

Rating:

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

Submitted By:

Submitted On:

09 Dec 2015

File Size:

759.50 Kb

Downloads:

121

File Version:

1.0

File Author:

rfd23

Rating:

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Comments: 1

JohnDoyle[Admin] 6 years ago

Thanks for your début calculation I have awarded a free 3 month XLC Pro subscription by way of thanks.