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Showing content with the highest reputation on 08/26/20 in Posts

  1. UmarMakhzumi

    Seismic Design Notes

    Hi Shamas, Please check this out: https://ocw.mit.edu/courses/civil-and-environmental-engineering/1-561-motion-based-design-fall-2003/ Thanks.
    1 point
  2. Design shear wall from the old model without scale factor and moment frame from the same model if columns are taking more than 25% of the total design base shear. Incase columns are taking less than 25% of the design base shear then modify the model with an upgraded scale factor so that your moment frame is designed for atleast 25% of the design base shear. I hope it helps. Goodluck!
    0 points
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