When Column Design Forces for Columns adjacent to non-loadbearing masonry infill shear walls(material:'OTHERS') axial loads does not seem to be using Concept reactions and the adjacent to non-loadbearing masonry infill shear walls seem to be participating in the load sharing inspite Option to USE Column Forces from RAM Concept is selected. If so, what is Bentley's recommendations to model a non-loadbearing masonry infill shear walls?
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