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  1. Structural engineering EIT

    RISA connection Bolt Shear Strength

    Hello all! I am designing a Column/Beam Flush End Plate Moment Connection in RISA connection. While looking at the report I see that the bolt shear strength available is 47.88 Kips. I can easily track the math... Rn=Fnv*Ab*Nbolt*c ~ 47.88Kips=.75*54.17KSI*.59in^2*2(bolts)*1. My problem with...

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