What is the largest size bars that can be used

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Reference no: EM131397184

A simply supported rectangular beam with b = 14 in. and d = 17.5 in. and with No. 3 Grade- 60 stirrups at s = 8 in., spans 14 ft and supports a total factored uniform load of 6.5 kips/ft, including its own dead load. It is built of 4000- psi light-weight concrete and contains two No. 9 Grade-60 bars that extend 5 in. past the centers of the supports at each end. Does this beam satisfy ACI Code Section 9.7.3.8.3? If not, what is the largest size bars that can be used?

Reference no: EM131397184

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