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Answer: The program can calculate corresponding forces for influence-based moving load analysis (the correspondence can be set via "Define > Bridge Loads > Bridge Responses); however, the correspondence is reported for a given location. For example, you can obtain shear forces at midspan corresponding to the maximum moment at midspan. To obtain concurrent forces for different members, you could run step-by-step moving load analysis, identify the step that causes min/max forces in a given member and then review forces in other members of interest for that load step.