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  1. Carpetburn

    Shear to be resisted by composite steel beam (stud spacing)

    Hello, I am looking at the longitudinal shear to be resisted by a composite steel/concrete beam. I am following BS 5950-3 and referring to clause 5.6.2 it states that the total longitudinal shear force per unit length, v to be resisted at any point in the span of the beam = NQ/s where N =...

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