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Answer: When soil springs are created outside of the bridge modeler, they are not automatically included in pushover analysis. To include the effects of soil springs, create a group which contains all soil springs, then enter this group under Foundation Group on the Substructure Seismic Design Request Parameters form.
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| *Related Incident:* * {incident:no=46630|comment=Pushover analysis in CSiBridge - load cases not finished} |