newsteelconstruction.com

NSC Archives

Technical

Calculating the C1 factor for lateral torsional buckling

David Brown of the SCI proposes expressions for C1 for use with linear and non-linear bending moment diagrams.

In order to retain the accurate formatting of the equations in this technical paper, this article is available as a pdf download only.

Click here to download and view it.

Print Friendly, PDF & Email

Share this post

Related Posts

THIS MONTH’S MAGAZINE

Untitled Page

Click on the cover to view this month's issue as a digimag.

Archives