zahzoo
Structural
- Apr 8, 2004
- 4
In AWS D1.1 under 2.24.2.5 they give an equation for converting primary moment to additional axial load.
P = M / (JD sin(web angle))
My question: If I want to work in kips, is M supposed to be in in-kips or ft-kips?
P = M / (JD sin(web angle))
My question: If I want to work in kips, is M supposed to be in in-kips or ft-kips?