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  1. H

    Etabs Load case Question

    Thank you for the information.
  2. H

    Etabs Load case Question

    I want to create two different load cases within the same ETABS model, both for seismic conditions: In Case 1, loads will be transferred from the slab to both columns and shear walls. In Case 2, loads from the slab should only be transferred to the shear walls, meaning the columns should act...

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