Solving Problems Involving COMPOSITE BEAMS! (Steel Design)

PROBLEM BRIEF:
To construct the deck of a bridge over a deep ravine, steel beams spaced at certain meters on centers and simply supported on a span of given meters are used to support the construction loads which include temporary formwork and construction live loads. At this stage, only the steel beam carries the loads. After the slab has hardened, sufficient shear connectors welded to the beam flanges provide full composite action of the steel beam with a thick cast-in-place concrete slab. How do we solve for MAXIMUM BENDING STRESS in the beam, MAXIMUM TENSILE STRESS in the beam, and MAXIMUM COMPRESSIVE STRESS in the concrete slab?

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