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 (σ_con) _allow = 10 MPa, and allowable bending stress for steel is ( σ_st) allow = 165 MPa, determine the maximum allowable internal moment M that can be applied to the beam.

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1 m 100 mm 15 mm 400 mm M 15 mm 15 mm 200 mm