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Wind load on canopies

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csd72

csd72

Structural
Joined
May 4, 2006
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I am doing the design on a number of canopies that cantilever from the front of building. I cannot find any factors in ASCE7 that address this particular situation.

What do people use in this situation?
 
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Use the wind indicated in ASCE 7 for overhangs/eaves.

 
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