tlflet01
Structural
- May 15, 2013
- 1
I am working on a pipe rack made with channel stringers. I have entered known torsional moments in the stringers. It is unclear to me in the steel design output whether the code checks include this torsion. Does STAAD automatically check members including torsion or do I need to define a parameter or something so that STAAD knows to run this check.