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Recent content by Obadah

  1. Obadah

    Seismic design base shear to ASCE7-16

    I'm going through a similar situation here, I have scaled my RSA base shear up to match the ES base shear. For a cantilevered shear wall, if I try to get overturning moment by integrating shear diagrams: I get almost 100% accuracy comparing ETABS ES moment with ES moments I calculate based on...
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