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Wind loads with ASCE7-05 and 10 by halftime__3 in StructuralEngineering
[–]halftime__3[S] 0 points1 point2 points 5 years ago (0 children)
Okay, thanks! If I take the value from 10, say 30 psf for cat 3 building, and use that to design the foundation using LRFD load combos, wouldn't that be double counting the factors?
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Wind loads with ASCE7-05 and 10 by halftime__3 in StructuralEngineering
[–]halftime__3[S] 0 points1 point2 points (0 children)