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<div style="float: right; margin-top: 5px; margin-left: 15px; width:550px; font-size: 95%; background-color: #f8f9fa; padding: 0.3em; border: 1px solid #a2a9b1; text-align:left;">
[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.12_Concrete_Pile_Cap_Intermediate_Bents|751.40.8.12 Concrete Pile Cap Intermediate Bents]]<br>
:[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.12.1_Design|751.40.8.12.1 Design]]
::[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.12.1.1_Unit_Stresses|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_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.13_Concrete_Pile_Cap_Non-Integral_End_Bents|751.40.8.13 Concrete Pile Cap Non-Integral End Bents]]<br>
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_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.13.1.4_Design_Assumptions_-_Loadings|751.40.8.13.1.4 Design Assumptions - Loadings]]
::[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.13.1.5_Deadman_Anchors|751.40.8.13.1.5 Deadman Anchors]]
:[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.13.2_Reinforcement|751.40.8.13.2 Reinforcement]]
::[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.13.2.1_Wide_Flange_Beams,_Plate_Girders_and_Prestressed_Girders|751.40.8.13.2.1 Wide Flange Beams, Plate Girders and Prestressed Girders]]
[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.14_Concrete_Pile_Cap_Integral_End_Bents|751.40.8.14 Concrete Pile Cap Integral End Bents]]<br>
:[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.14.1_Design|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_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.15_Cast-In-Place_Concrete_Retaining_Walls|751.40.8.15 Cast-In-Place Concrete Retaining Walls]]<br>
:[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.15.1_Loads|751.40.8.15.1 Loads]]
:[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.15.3_Unit_Stresses|751.40.8.15.3 Unit Stresses]]
:[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.15.4_Design|751.40.8.15.4 Design]]
::[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.15.4.1_Spread_Footings|751.40.8.15.4.1 Spread Footings]]
::[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.15.4.2_Pile_Footings|751.40.8.15.4.2 Pile Footings]]
::[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.15.4.3_Counterfort_Walls|751.40.8.15.4.3 Counterfort Walls]]
:[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.15.5_Example_1:_Spread_Footing_Cantilever_Wall|751.40.8.15.5 Example 1: Spread Footing Cantilever Wall]]
:[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.15.6_Example_2:_L-Shaped_Cantilever_Wall|751.40.8.15.6 Example 2: L-Shaped Cantilever Wall]]
:[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.15.7_Example_3:_Pile_Footing_Cantilever_Wall|751.40.8.15.7 Example 3: Pile Footing Cantilever Wall]]
:[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.15.8_Dimensions|751.40.8.15.8 Dimensions]]
:[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.15.9_Reinforcement|751.40.8.15.9 Reinforcement]]
:[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.15.10_Details|751.40.8.15.10 Details]]
</div>

Revision as of 10:36, 28 April 2025

trying to create subpages

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
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