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Wind Load Question

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I am trying to determine the design wind pressure to apply to a “plant-on” awning/overhang/what-have-you, that is attached at about mid-height to a wood stud wall.  I was thinking it would classify as an overhang, but I don’t think it fits the intended definition of an overhang in ASCE 7-05.  Any suggestions/guidance on what wind pressure to use for this type of appendage?




Doug Mayer, SE

Structural Engineer