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  1. JohnElder

    ASCE7-10 Section 27.4.7 Minimum Wind Loads on Open Buildings

    I have a question on how to apply the minimum wind load of 16psf per section 27.4.7 of ASCE7-10 on open buildings. (This is for the design of Solar carport type structure). My design values are as follows: Wind Speed V=100 MPH Exposure = B Risk Category = I Enclosure Classification = Open...

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