JoshH726
Structural
- Aug 3, 2010
- 83
Say you have a 12-bolt (6 either side of web, equally spaced) flush moment connection as the rafter/column connection of a PEMB. Is there any reason you cannot update the yield line pattern of AISC DG 16 Table 3.3 to account for the presence of the additional bolts? Is this a common occurrence?