Engineering, 07.06.2020 05:59 mmpinkortizov5n3y
A beam is to be designed for loads causing a maximum factored shear of 60.0 kips, using concrete with fc′ = 5000 psi. Proceeding on the basis that the concrete dimensions will be determined by diagonal tension, select the appropriate width and effective depth
a. for a beam in which no web reinforcement is to be used.
b. for a beam in which only the minimum web reinforcement is provided
c. for a beam in which web reinforcement provides shear strength Vs = 2Vc.
Follow the ACI Code requirements, and let d = 2b in each case. Calculations may be based on the more approximate value of Vc.
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A beam is to be designed for loads causing a maximum factored shear of 60.0 kips, using concrete wit...
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