When checking Beam web local yielding, should AISC360 _ J10 be used, instead of G2 _ 1? Thanks!
The bearing length, lb, would be pretty long in any chevron brace situation, so using the general formula from G2 vs. the concentrated load method seems appropriate to me.
My project with opposite Chevron top and bottom. Tension and Compression cancelled each out. Why there is still high demand? Thanks!