What sections of ASCE 7 are applicable to a free-standing, cantilevered canopy in order to determine wind and seismic loading? It seems that ASCE 7-16 and ASCE 7-10 are more explicit in describing the structure in question, but ASCE 7-05 is the applicable reference for this project. Any guidance and navigation between the 3 editions would be appreciated!
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Chad Morrison P.E., M.ASCE
Professional Engineer
Greenville RI
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