A steel beam frames into a supporting girder web sized per plan, utilizing a full-height five-sixteenth-inch stiffener plate welded to the girder. The supported beam features both flanges coped and connects via a double-line connection profile with the maximum number of bolts that will fit in the beam web. Fillet welds sized per structural notes secure the connection components, maintaining a two-bolt minimum diameter spacing from the web face.
GIRDER PER PLAN BM PER PLAN WHERE OCCURS PROVIDE MAX NUMBER OF BOLTS THAT WILL FIT IN BM, DIMS PER BM PER PLAN, COPE BOTH FLANGES FULL-HEIGHT STIFF PL5/16 W W NOTES: 1. WELD SIZE "W" AND BOLT SIZE PER . GIRDER PER PLAN BM PER PLAN WHERE OCCURS PROVIDE MAX NUMBER OF BOLTS THAT WILL FIT IN BM, DIMS PER 2x BOLT Ø MIN TYP 1/2" D D FOR d ≥(2/3)D d (2) BOLTS DOUBLE LINE CONN PROFILE WHERE OCCURS, DIMS PER 2 3/4" FACE OF WEB 3/S-500 3/S-500 3/S-500 7/S-500
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