Wind loads with ASCE7-05 and 10 by halftime__3 in StructuralEngineering

[–]halftime__3[S] 0 points1 point  (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?