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
Uploaded
05 Dec 2015
Submitted By:
Last Modified
09 Dec 2015
File Size:
759.50 Kb
Downloads:
151
File Version:
1.0
Full download access to any calculation is available to users with a paid or awarded subscription (XLC Pro).
Subscriptions are free to contributors to the site, alternatively they can be purchased.
Click here for information on subscriptions.
Comments: 1
×
![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.