CHAPTER 5. CONCRETE STRUCTURES

5.4 Material Properties
5.4.3 Reinforcing Steel
5.5.4.2 Resistance Factors
5.5.4.3 Prestressed Girder Stability
5.7.1 Assumptions for Service & Fatigue Limit States
5.7.3.3.2 Minimum Reinforcement
5.7.3.4 Control of Cracking by Distribution of Reinforcement
5.7.3.6.2 Deflection and Camber
5.7.4.6 Spirals and Ties
5.8.3.5 Longitudinal Reinforcement
5.9.4.1.2 Tension Stress
5.9.4.2.2 Tension Stress – P/T Box Girders
5.9.5 Loss of Prestress
5.10.10.1 Factored Bursting Resistance – Pretension Anchorage Zones
5.10.11.4.1.d Transverse Reinforcement for Confinement
5.12 Durability
5.13.2.2 Diaphragms
5.14.1.2.5 Concrete Strength
5.14.1.4 Simple Span Prestress Girders Made Continuous

Appendix A – Design Aids

A5.1 Rebar Areas & Spacing
A5.2 Development Length
A5.3 Lap Splice Length
A5.4 Prestressed AASHTO & Bulb-Tee Girder Properties
A5.5 Precast Prestressed Slab Properties
A5.6 Deflection and Camber