A vertical gusset plate extends upward through a concrete slab on a steel deck, welded to the top flange of a supporting steel beam. The concrete slab features reinforcing steel placed per schedule with number 4 bars at twelve inches minimum, alongside number 4 bars on each side of the gusset. The beam size is specified per the structural elevations. Notes indicate that this detail is similar at gusset end connections and references the typical deck edge conditions detail for additional information.
GUSSET PL CONC SLAB ON STL DECK REINF PER SCHED (#4 @ 12" MIN) TOC CONCRETE SLAB ON STL DECK, DIRECTION VARIES #4 ES OF GUSSET SECTION BF BM PER ELEVATION EQ EQ NOTES: 1. SIMILAR AT GUSSET END CONNECTIONS. 2. SEE "TYPICAL DECK EDGE CONDITIONS" DETAIL FOR ADDITIONAL INFORMATION.
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