This preview shows page 1. Sign up to view the full content.
Unformatted text preview: b. The shear reinforcement and spacing, and c. The termination points and development length for 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...
View Full Document
- Spring '08