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  1. henry.morris

    Intermittent welding of rod to existing steel joist

    I am designing the reinforcing of multiple steel joists (30K7, 18K3, 36G etc). For the top chord I have specified a 1/2" rod with a 2-12 3/16" fillet weld B.S. The contractor has requested that we limit the type intermittent weld to being on one side of the rod only. The weld is chiefly there...

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