Figure asce 7 95 external pressure coefficients gcp for loads on building components and cladding for monoslope roofs and sawtooth roofs with two or more spans on enclosed or partially enclosed buildings with mean roof height h less than or equal to 60 ft 18 m. The provisions contained within asce 7 10 for determining the wind loads on rooftop equipment on buildings is limited to buildings with a mean roof height h 60 feet. The analytical procedure is for.
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