I agree with SlideRuleEra. Be sure to check it for bracing conditions during construction, i.e. before the slab hardens. Sometimes when you have a long span, say 8-10 feet, for the deck it won't brace the beam well until the slab hardens. Of course that depends on the deck and span you have. It might be a good idea to check the beam as unbraced for dead load only, or maybe for construction loads if you have those, and then as braced for dead and live load or other loads present after the slab hardens.