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  1. rjstubbl

    Canopy Drift Loads

    I am designing a precast building with a small (cantilevered 5'-0") canopy at one end. The building is approximately 1300' long and 40'-0" tall. The drift load would be around 200 psf and 40' long, then truncated to the 5' canopy according to what I can find in the ASCE. This would usually...

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