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A partially composite section is comprised of a W 1640section with a 3in metal deck and 4 in concrete slab. The steel is A 992and

A partially composite section is comprised of a W 1640section with a 3in metal deck and 4 in concrete slab. The steel is A992and the concrete has fc=3ksi. Assume beff is 2.5ftand Qn=250kip. What is the available flexural strength section? Select the value closest to the answer.

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