Design shear reinforcement and check bar cutoffs in tension

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Reference no: EM131169096

The beam shown is to carry a total factored uniform load of 10 kips/ft (includes beam weight) and factored concentrated loads of 20 kips. Use f′_c = 4000 psi. The supports are 12-in. wide.

a. Design a rectangular beam (tension steel only).
b. Determine bar cutoffs (use the graphical approach).
c. Design the shear reinforcement and check bar cutoffs in tension zones if necessary.

1363_The Beam.jpg

Reference no: EM131169096

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