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AISC DG 16 Yield Line Patterns

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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?
 
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You can come up with a yield line pattern based on any number or configuration of bolts.
 
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