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Roof live load wood duration factor
What duration factor would you use for wood beam supporting a roof live load and roof dead load? Based on the definition of a roof live load in ASCE 7-16 chapter 4 section 4.1, it seems to me that it should be 1.25 (construction live load). This is for a residential structure with a sloped roof...- ResidentialStructGuy
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- Replies: 12
- Forum: Structural engineering general discussion
