Shear Area (Av) for Steel I section
Shear Area (Av) for Steel I section
(OP)
Hi, could someone help explain the formula Av = A – 2btf + (tw + 2r)tf
but ≥ ηhwtw. Am I correct in assuming we only use the formula Av = A – 2btf + (tw + 2r)tf if it is larger than ηhwtw
but ≥ ηhwtw. Am I correct in assuming we only use the formula Av = A – 2btf + (tw + 2r)tf if it is larger than ηhwtw






RE: Shear Area (Av) for Steel I section
BA
RE: Shear Area (Av) for Steel I section
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.