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  1. PurdueEng

    Wind load Analysis on a Circular Building with a Dome Roof

    If there is anyone out there that could give me some tips on how to analyze a circluar building with a dome roof that would be great. The roof's mean height is greater than 60' so I cannot use method 1 of the ASCE 7-98. I figured I would have to use method 2. Under method 2 the Cp value is...

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