Unformatted text preview: b. The shear reinforcement and spacing, and c. The termination points and development length for ½ the tensile reinforcement for both positive and negative moment. Use design equations only (do not use the chart to determine the theoretical cut-off points). Given: c f = 4000 psi, normal weight concrete y f = 40,000 psi...
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This note was uploaded on 07/27/2010 for the course CIVL 4080 taught by Professor Casadas during the Spring '08 term at Rensselaer Polytechnic Institute.
- Spring '08