Level six framing at elevation seventy-five feet zero inches utilizes a structural steel beam supporting composite metal deck slabs on each side. A continuous angle size L6x6x1/2 is welded to the beam web with a quarter-inch fillet weld. Shear stud anchors are welded through the metal deck into the top flange of the beam and along the web angle connection. A built-up slab section is positioned per plan adjacent to the metal deck.
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