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  • Users: paudel09
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  1. paudel09

    Diaphragm/Shear Wall Forces with vertical combinations

    I have a four-story building with shear walls on upper floors, and Ordinary moment frame at the first floor (please see attached picture). This results in the first floor (including the shear walls) to be designed for R=3.5 as per ASCE 7-16 Section 12.2.3.3. For the shear wall forces, I will...

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