Use a 0.9 load factor for all dead loads and … “A bridge deck adjacent to the column is considered an adjacent roadway.” (BDM 2.2 Vehicular Collision Force) 12 . Exterior

For Mz calculation shown in the Column Design status we compare the Mz value in the Analysis tab with the moment generated due to the minimum eccentricity and use the maximum value in the Column Design. Module height Pier heights Finish; 3.048m (or 1.524m) 4.03m to 19.28m Hot-dip Galvanised: BS EN ISO 14713 & 1461 ASTM A123 Pier Design Example. A column bent pier consists of a cap beam and supporting columns forming a frame. RC Pier takes into account lateral loads on the piles and calculates the bending moments in the piles as well.

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... frequency for a bridge bent or pier to be hit by a vehicle, AF.

CADD Notes E735A and E735B shall be included on the pier sheets, as needed, in plan sets involving frame and T-piers.

Pile bent, V-pier, abutment and other types of caps need not be considered. Commentary for 2: Pier types include: Hammerhead, Multi-column, Wall type, Pile bent, Single column The bridge pier is designed to withstand the impact of a tractor trailer without collapsing. In general, designers shall not modify the pier design to accommodate early formwork removal. All the components (cap, column, & footing) in a pier/bent are analyzed in one computer run: there is no need to break the pier/bent into individual components for analysis with separate computer programs. This saves the designer time and eliminates potential errors due … Obtain Design Criteria Design Step 8.1. Commentary for 1: Includes: Concrete strength, Concrete density, Reinforcing steel strength, Superstructure information, Span information, Required pier height Select Optimum Pier Type Design Step 8.2.

Use TxDOT Class C concrete ... and do not consider the transfer of this force to the other elements such as bent caps, footings, piles, or drilled shafts. RC-PIER will multiply the minimum eccentricity (0.6 … Column bent piers, as shown in Figure 27.3c and Figure 27.5, can either be used to support a steel girder superstructure or be used as an integral pier where the cast-in-place construction technique is used.

You have to select "piles integral with cap" under the Frame Analysis Method, which is under the Pier Config. I know because I helped another engineer who designed a pile bent in RC Pier. Section 6: Columns for Multi-Column Bents Anchor: #i1351845 Materials.



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