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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_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.12.1.2_Loads|751.40.8.12.1.2 Loads]] | |||
::[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.12.1.3_Distribution_of_Loads|751.40.8.12.1.3 Distribution of Loads]] | |||
::[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.12.1.4_Design_Assumptions|751.40.8.12.1.4 Design Assumptions]] | |||
:[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.12.2_Reinforcement|751.40.8.12.2 Reinforcement]] | |||
::[[751.40.8.12.2.1 General]] | |||
::[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.12.2.2_Anchorage_of_Piles_for_Seismic_Performance_Categories_B,_C_&_D|751.40.8.12.2.2 Anchorage of Piles for Seismic Performance Categories B, C & D]] | |||
::[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.12.2.3_Beam_Reinforcement_Special_Cases|751.40.8.12.2.3 Beam Reinforcement Special Cases]] | |||
:[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.12.3_Details|751.40.8.12.3 Details]] | |||
::[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.12.3.1_Sway_Bracing|751.40.8.12.3.1 Sway Bracing]] | |||
::[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.12.3.2_Miscellaneous_Details_for_Prestressed_Girder|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_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.13.1_Design|751.40.8.13.1 Design]] | |||
::[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.13.1.1_Unit_Stresses|751.40.8.13.1.1 Unit Stresses]] | |||
::[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.13.1.2_Loads|751.40.8.13.1.2 Loads]] | |||
::[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.13.1.3_Distribution_of_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_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.14.1.1_Design_Unit_Stresses|751.40.8.14.1.1 Design Unit Stresses]] | |||
::[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.14.1.2_Loads|751.40.8.14.1.2 Loads]] | |||
::[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.14.1.3_Distribution_of_Loads|751.40.8.14.1.3 Distribution of Loads]] | |||
::[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.14.1.4_Design_Examples|751.40.8.14.1.4 Design Examples]] | |||
:[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.14.2_Reinforcement|751.40.8.14.2 Reinforcement]] | |||
::[[751.40_LFD_Widening_and_Repair_(CONTINUED)#751.40.8.14.2.1_Earthquake_Loads_at_End_Bent_–_Intermediate_Wing_(Seismic_Shear_Wall)|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> | |||
Latest revision as of 11:33, 28 April 2025
trying to create subpages
751.40.8.12 Concrete Pile Cap Intermediate Bents
751.40.8.13 Concrete Pile Cap Non-Integral End Bents
751.40.8.14 Concrete Pile Cap Integral End Bents
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