Compute the design strengths of a rectangular beam with

Reference no: EM13559361

Compute the design strengths of a rectangular beam with bw=15 in, d = 36 in, d'=2.5 in, fy= 60ksi, fc'=4ksi, and at the top of the beam are 4 #8 bars, the bottom has two rows of 4 #10 beams (for a total of 8 #10). Check the max permissible As in each case to ensure tensile failure.

Reference no: EM13559361

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