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  1. forming_eng

    Shoring - Beam continuity factor

    Hello, I'm working on a shoring project where I have multiple span joists, supported by multiple span stringers, and a conventional frames system. Design load = 200 psf joists spaced at 19.2" o.c .... load on joists = 320 plf Stringers tributary area = 6' .. I'm having a debate with...

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