Design the compression and tension steel

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Reference no: EM132416166

Problem: Design a doubly reinforced rectangular simply supported beam to support an unfactored moment due to dead load of 325 k-ft and an unfactored live load moment of 400 k-ft. The concrete compressive strength is 4000 psi and the yield strength of steel is 60,000 psi.

Question 1: Design the compression and tension steel assuming the beam cannot be more than 36"tall and 18"wide, use d = H -3".

Question 2: Design the compression and tension steel assuming the beam cannot be more than 31"talland 14"wide, use d = H -3".

Reference no: EM132416166

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