WF steel beam flange check against torsion if stiffener is needed
WF steel beam flange check against torsion if stiffener is needed
(OP)
I have a WF beam with WF post. The WF post is free standing so there's some moment at the base due to wind.
Looking for a reference to check the WF top flange to resist this torsion.
I will look at the AISC steel manual and other steel book but this forum may direct me much faster to a link how to check this.
Looking for a reference to check the WF top flange to resist this torsion.
I will look at the AISC steel manual and other steel book but this forum may direct me much faster to a link how to check this.






RE: WF steel beam flange check against torsion if stiffener is needed
RE: WF steel beam flange check against torsion if stiffener is needed
RE: WF steel beam flange check against torsion if stiffener is needed
RE: WF steel beam flange check against torsion if stiffener is needed
RE: WF steel beam flange check against torsion if stiffener is needed
RE: WF steel beam flange check against torsion if stiffener is needed
RE: WF steel beam flange check against torsion if stiffener is needed
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: WF steel beam flange check against torsion if stiffener is needed
RE: WF steel beam flange check against torsion if stiffener is needed
Where are those intermediate beams located, how are the oriented, and how are the "attached. " ?
RE: WF steel beam flange check against torsion if stiffener is needed