bdlc2k
Structural
- May 6, 2010
- 26
I am designing the exact weld shown on Pg 8-61 of 13ed of AISC manual. The load is a torsion of a HSS8x4x1/4, and I need to design the top weld for tension. From what I understand, equation Rn=0.6*F(EXX)*.7071*(D/16)*l is only for fillet welds. Anyone know what the tension weld strength equation is for Flare-Bevel Weld? Thanks.