Torsional Properties in Wide Flange with Channel Cap
Torsional Properties in Wide Flange with Channel Cap
(OP)
Does anyone have a way to calculate Wno and Sw1 in wide flange beams with channel caps? This paper with provide a user with J and Cw, but I'm looking to determine Wno and Sw1 for warping and normal stress, and I can't seem to figure out how they would be derived. Thanks in advance.






RE: Torsional Properties in Wide Flange with Channel Cap
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: Torsional Properties in Wide Flange with Channel Cap
RE: Torsional Properties in Wide Flange with Channel Cap
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.