Compute the maximum spacing allowed for no three single-loop

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Reference no: EM131169162

A uniformly loaded beam is subjected to a shear V_u of 60 kips at the face of the support. Clear span is 32 ft. Beam width b = 12 in., d = 22 in., f′_c = 4000 psi, and f_y= 60,000 psi. Determine the maximum spacing allowed for No. 3 single-loop stirrups at the critical section.

Reference no: EM131169162

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