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Strenth and Stiffness of 1x diagonal floor sheathing??

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I’m working on an existing building built in Orange County around 1920 (or so). I need to determine the strength and stiffness of the floor diaphragm.


I know that the four term APA equation probably doesn’t apply, but if not that, then what should I use instead?




T. William (Bill) Allen, S.E.


Consulting Structural Engineers
V (949) 248-8588 F(949) 209-2509