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Answer: During influence-based moving-load analysis, correspondence between response parameters may be reported for a given location within the structure by selecting Define > Bridge Loads > Bridge Responses. For example, when the maximum moment is resolved at an element midspan, the corresponding shear force at the same location, under the same loading condition, may be obtained through this process.
Step-by-step moving-load analysis should be run to obtain concurrent forces for different members. Once run, the step in which minimum and maximum forces are induced in a structural member should be found, then the forces in other members may be reviewed for that load step.