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  1. kechkal

    wind-open buildings h/L<0.25

    Hello, Does anybody know what happens in this case for open buildings? I have a monoslope free roof with an angle of 0 degrees. How do you calculate the wind loads if the h/L is less than 0.25 (in my case 26'/260'=0.1)? I can't use figure 6-18A from ASCE7-05 because that applies for...

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