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  • Users: b_cec
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  1. b_cec

    Timber Frame Truss - Combining Connection Capacities

    Hey everyone, I am designing a timber frame truss to resist uplift due to wind loading, and this question comes from looking at the Rafter/Ridge Beam/King Post connection. I have two ways to consider load distribution (load is applied from an end reaction on the ridge beam): either the load is...

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