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    ASCE 7-10, Wind Load: Simplified Design Wind Pressure, Ps

    Hi Everybody! I have a question about Chapter 28 (ASCE 7-10) and the simplified design wind pressure, Ps. I am having trouble understanding how to calculate Ps30 (Figure 28.6-1, pg 304). On page 303, there seems to be two cases: A and B, each case shows the difference sections that experience...
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