A structural steel beam splice connection incorporates members sized per plan joined at a center line with top and bottom plates welded with one-quarter-inch fillet welds designated for a seismic force resisting system. The connection details include specific weld sizes and end conditions referenced to sheet S-510.
9 Y 1/4 1/4 T&B, SFRS 1/4 1/4 SFRS END PER 2/3.S-510, "w"=1/4" SFRS MEMBER PER PLAN MEMBER PER PLAN
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