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Recent content by mtnstructural

  1. mtnstructural

    Seismic R values for mixed moment frame and shear wall elements

    Thank you very much, Luceid. Your insight into the code is very helpful for my understanding. The exception in ASCE 12.2.3.3 appears very reasonable and we do have a two-story residence of light frame construction. The diaphragm design for the worst R-value is very logical. Much appreciated Sir!
  2. mtnstructural

    Seismic R values for mixed moment frame and shear wall elements

    Designing a residence with flexible roof diaphragm and one moment frame. All other lateral force resisting elements parallel to the frame and perpendicular to the frame are wood frame shear walls which would normally require R=6.5. The ordinary steel moment frame requires R=3.25. We have...
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