In the current version of ETABS , soil profiles are used for defining point springs only and have not been implemented yet for area spring stiffness. Below are the steps how to create a point spring based on soil profile and isolated column footing dimension: 1- Define > Spring properties > Soil profiles.. > Add […]
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source https://www.civilax.com/design-of-column-footing-of-a-5-story-building-using-safe-v20-and-etabs/
