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  1. ronanzj

    In plane shear wall offset and new ASCE7-10 commentary

    Hi Wannabe SE, I have attached the pic from ASCE 7-10 indicates the lower story connection doesn't need to be designed with Omega. it shows BEAM shear connections to post and tie-down anchor are all designed with Standard load...
  2. ronanzj

    In plane shear wall offset and new ASCE7-10 commentary

    I have a soft story upgrade project (wood framing) including the in plane shear wall offset design. Based on ASCE7-10 3rd print, it indicates I don't have to design the connections with overstrength factor, but for sure the BEAM and column need to be designed with overstrength factor. However...

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