The low strength concrete floor slab is integrated with a wide-flange A-36 steel beam using shear studs (not shown) to form the composite beam.  If the allowable bending stress for the concrete is (σallow)con=10MPa(σallow)con=10MPa, and allowable bending stress for steel is (σallow)st=165MPa(σallow)st=165MPa, determine the maximum allowable internal moment MM that can be applied to the beam.

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