CENG 4315 Steel and concrete design. The homework is about “Composite Design”

1. Given: A fully composite slab is connected to a W24x68 made with the
manufacturer preferred material. Concrete is specified to be 3.5 ksi concrete and
the slab is 4 inches thick. The effective width of this portion of the slab is 84
inches. Find: The nominal and design strength of the section for the fully plastic
condition.

2. Determine if the composite beam pictured below is adequate for this application
(this includes bending, shear, deflection and shear stud limit states). The dead
load for this beam is 10 psf plus the weight of the deck, which is made from
normal weight concrete.

DETAILED ASSIGNMENT

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