Use ACI 318-14 Table 25.4.2.2 to determine the development l…
Use ACI 318-14 Table 25.4.2.2 to determine the development length for the straight tension bars (no hooks) in a rectangular beam with b = 17 in. and d = 23 in., three epoxy-coated No. 6 Grade 60 bars placed in the bottom of the beam, and No. 4 Grade 60 stirrups located every 12 in. along the span. Assume 7,000-psi lightweight concrete and a clear cover of 1.75 in.
Read DetailsUse ACI 318-14 Table 25.4.2.2 to determine the development l…
Use ACI 318-14 Table 25.4.2.2 to determine the development length for the straight tension bars (no hooks) in a rectangular beam with b = 18 in. and d = 23 in., four uncoated No. 8 Grade 60 bars placed in the bottom of the beam, and No. 4 Grade 40 stirrups located every 8 in. along the span. Assume 7,000-psi normal-weight concrete and a clear cover of 1.5 in.
Read DetailsAssuming Vs does not exceed 4sqrt(f’c)bwd, the maximum spaci…
Assuming Vs does not exceed 4sqrt(f’c)bwd, the maximum spacing for vertical stirrups in the following beam is _____. Let b1 = 21 in., b2 = 10 in., d = 39 in., h1 = 6 in., h2 = 29 in., h3 = 9 in., and t = 6 in. There are six No. 7 longitudinal tension bars and No. 4 stirrups at 9 in. o.c.
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