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Hello All
 I have a building with canopies that are 3-5' wide and various lengths around my structure. Some canopies are fabric and some are metal roofing over ribbed 3/4" sq. steel tube sections.
My question is should I use the Eoh and Goh values for  wind uplift design or should I use
Section 6.5.15 Other Structures ?  All opinions are welcomed even if different from above.
Joe Venuti
Johnson & Nielsen Associates
Palm Springs, CA