Compute the design strength of the rectangular section beam if fy = 60ksi, f'c = 4ksi. The beam has 2 #7 compression bars and
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Compute the design strength of the rectangular section beam if fy = 60ksi, f'c = 4ksi. The beam has 2 #7 compression bars and 4 #10 tension bars. Effective depth d = 22.5", beam width is 12". Express your answer in kip-ft and use two decimal places.
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