Question: Your client is arguing with you that the structural effects of a wind speed of 1 2 0 m p h is not much worse
Your client is arguing with you that the structural effects of a wind speed of is not much worse than the structural effects of a wind speed of Why is he wrong? Please use equations and calculations to show that the windward wall pressure is indeed much higher at vs The building is tall with a flat roof. Show all work.
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