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Overload Factor (Omega) For Light Framed Wood Structures
Hello, I'm guessing this question has already been asked but can't find a specific thread. I am designing a single story commercial building seismic category C with a wood roof and wood shear walls. The roof diaphragm dimensions are 110'x60'. The are 3 ft wall offsets which create reentrant...- TimPhillips
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- Replies: 5
- Forum: Structural engineering general discussion
