Find the maximum live load PL that can be applied at the tip of the cantilever...
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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 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. 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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Related Book For
Financial and Managerial Accounting
ISBN: 978-0538480895
11th Edition
Authors: Jonathan E. Duchac, James M. Reeve, Carl S. Warren
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