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  • Users: R_D_W
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  1. R_D_W

    Seismic Design of Wood A-Frame Structures

    Thanks all for the recommendations. Will push forward with a R = 1.5 for timber frames.
  2. R_D_W

    Seismic Design of Wood A-Frame Structures

    I have had multiple requests over the years for engineering of A-frame style homes with light-frame construction. How is the lateral design of this type of structure justified by modern building codes? I am specifically concerned about seismic design in the plane of the "A". They are usually...

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