Bridge HomeLRFD Bridge Design ManualCHAPTER 0. POLICY AND PROCEDURES CHAPTER 1. INTRODUCTION CHAPTER 2. GENERAL DESIGN AND LOCATION FEATURES CHAPTER 3. LOADS AND LOAD FACTORS CHAPTER 4. STRUCTURAL ANALYSIS AND EVALUATION CHAPTER 5. CONCRETE STRUCTURES CHAPTER 6. STEEL STRUCTURES CHAPTER 7. ALUMINUM STRUCTURES CHAPTER 8. WOOD STRUCTURES CHAPTER 9. DECKS AND DECK SYSTEM CHAPTER 10. FOUNDATIONS CHAPTER 11. ABUTMENTS PIERS AND WALLS CHAPTER 12. BURIED STRUCTURES AND TUNNEL LINERS CHAPTER 13. RAILINGS CHAPTER 14. JOINTS AND BEARINGS CHAPTER 15. CONSTRUCTION CHAPTER 16. COST ESTIMATING CHAPTER 17. PLANS
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CHAPTER 5. CONCRETE STRUCTURES
5.4 Material Properties
5.4.3 Reinforcing Steel
5.5.4.2 Resistance Factors
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
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