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751.40.8.12 Concrete Pile Cap Intermediate Bents
751.40.8.12.1.2 Loads]]
751.40.8.12.1.3 Distribution of Loads]]
751.40.8.12.1.4 Design Assumptions]]
751.40.8.12.2 Reinforcement]]
751.40.8.12.2.1 General]]
751.40.8.12.2.2 Anchorage of Piles for Seismic Performance Categories B, C & D]]
751.40.8.12.2.3 Beam Reinforcement Special Cases]]
751.40.8.12.3 Details]]
751.40.8.12.3.1 Sway Bracing]]
751.40.8.12.3.2 Miscellaneous Details for Prestressed Girder]]
751.40.8.13 Concrete Pile Cap Non-Integral End Bents
751.40.8.13.1 Design]]
751.40.8.13.1.1 Unit Stresses]]
751.40.8.13.1.2 Loads]]
751.40.8.13.1.3 Distribution of Loads]]
751.40.8.14 Concrete Pile Cap Integral End Bents
751.40.8.14.1.1 Design Unit Stresses]]
751.40.8.14.1.2 Loads]]
751.40.8.14.1.3 Distribution of Loads]]
751.40.8.14.1.4 Design Examples]]
751.40.8.14.2 Reinforcement]]
751.40.8.14.2.1 Earthquake Loads at End Bent – Intermediate Wing (Seismic Shear Wall)]]
751.40.8.15 Cast-In-Place Concrete Retaining Walls
- 751.40.8.15.1 Loads
- 751.40.8.15.3 Unit Stresses
- 751.40.8.15.4 Design
- 751.40.8.15.5 Example 1: Spread Footing Cantilever Wall
- 751.40.8.15.6 Example 2: L-Shaped Cantilever Wall
- 751.40.8.15.7 Example 3: Pile Footing Cantilever Wall
- 751.40.8.15.8 Dimensions
- 751.40.8.15.9 Reinforcement
- 751.40.8.15.10 Details