Composite steel beam and metal deck conditions feature double rows of shear studs across four distinct configurations: deck perpendicular, deck split, deck edge, and direction change. The deck perpendicular detail shows a concrete fill over metal decking supported by a wide flange steel beam, with a double row of headed shear studs welded through the deck with minimum two-inch spacing dimensions. The deck split condition incorporates a split deck required for double studs unless otherwise noted, maintaining two and one-half inches minimum spacing at the joint and a minimum two-inch clearance from the beam flange edge. The deck edge condition details a termination with a two-and-one-half-inch minimum edge distance or as directed per plan or structural anchor details. The direction change condition accommodates intersecting deck spans supported by the common wide flange beam with specified dimensional clearances.
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