The stiffness of the fill plays a vital role in the distribution of the loads. Thus, when traffic flows over underground structures like culverts, the loads are not applied directly over them like bridges.
For this steel girder design example, a plate girder will be designed for an HL-93 live load. The girder is assumed to be composite throughout. Refer to Design Step 1 for introductory
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For a cast-in-place prestressed (CIP/PS) concrete box girder superstructure, a beam element located at the center of gravity of the box girder can be used. For non-box girder structures, a detailed model
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The objective of this manual is to present design methodologies for cast-in-place concrete box girder bridges post-tensioned with internal post-tensioning tendons, within the framework of the AASHTO
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This study addresses this gap by developing a detailed finite element (FE) model of a continuous rigid bridge using ABAQUS, which accounts for the complex 3D geometry, construction
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This example illustrates the design of a single barrel precast concrete box culvert. After determining the load components and design load combinations, the design of the flexural reinforcement is presented.
This paper discusses a series of load tests that were performed on an existing adjacent box-beam structure with leaking joints to determine the load distribution for a deteriorated adjacent concrete
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Approximate methods for load distribution on beam–slab bridges are appropriate for the types of cross sections shown in Table 4.6.2.2.1-1 of the AASHTO LRFD Specification.
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A single HL-93 design truck with rear axle spacing of 30 ft shall be run across the bridge by itself for the first case. The second case is a P-9 truck by itself.
CSiBridge has a wide array of parametric deck sections including concrete box girders, precast I and U girders, steel I and U girders, and more. All deck
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