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Anonymous Poster

Wind Loads and ASCE 7-05, Figure 6-9

06/09/2009 7:31 AM

Curious how others apply design wind pressures for load cases 1 & 3. The figure makes no mention of roof loads for flat roof structures but it does not seem appropriate to ignore roof loads for MWFRS in high wind regions.

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Previous in Forum: Cement, Sand and Gravel Mixing Problems   Next in Forum: Manholes vs. Inspection Chambers
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