Althalus
Structural
- Jan 21, 2003
- 152
I'm looking at AISC J3.10, Eq J3-6 (a,b) for bearing strength. Is there a reason no mention of threads is included in this analysis?
It would seem to me that if the bearing occurs at bolt threads, it would have a tendency to have more deformation in the member steel. Or does this equation automatically assume that threads will be included in the bearing?
It would seem to me that if the bearing occurs at bolt threads, it would have a tendency to have more deformation in the member steel. Or does this equation automatically assume that threads will be included in the bearing?