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751.40.8.12 Concrete Pile Cap Intermediate Bents

751.40.8.12.1 Design

751.40.8.12.1.1 Unit Stresses

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]]

751.40.8.13.1.4 Design Assumptions - Loadings

751.40.8.13.1.5 Deadman Anchors

751.40.8.13.2 Reinforcement

751.40.8.13.2.1 Wide Flange Beams, Plate Girders and Prestressed Girders

751.40.8.14 Concrete Pile Cap Integral End Bents

751.40.8.14.1 Design

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

751.40.8.15.4.1 Spread Footings

751.40.8.15.4.2 Pile Footings

751.40.8.15.4.3 Counterfort Walls

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