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  • Users: ZXLeung
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  1. ZXLeung

    Truss-to-wall connection

    For wood roof diaphragms with wood trusses supported on masonry walls and subject to lateral wind load,how to calculate the shear load F1(parallel to the supporting wall) and F2(normal to the supporting wall) for the truss-to-wall connector design? P.S. In fact, this topic was posted before...

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