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Find the maximum live load PL that can be applied at the tip of the cantilever by considering shear design only. Assume fe= 4000

$Find the maximum live load $ P_{L} $ that can be applied at the tip of the cantilever by considering shear design only. Ass$

Find the maximum live load PL that can be applied at the tip of the cantilever by considering shear design only. Assume fe= 4000 psi and fy = 60,000 psi. The stirrups used are #4 bars at in. o.c. throughout the entire length of the beam. Do not forget to include the weight of the beam. K 10 ft PL 20 in. 12 in. 17 in.

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