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  1. barrySca

    CLT - HALF LAP WALL CONNECTIONS

    Ive run into a lot of slack on the half-lap design. I design the connection with screws as required for shear strength. Big question right now is the seismic design R value. Everything I have see recommends R = 3; which is what I used. SDPWS really only specifies their clips and it's design...

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