I am designing an 8-storey RCC building in ETABS with lift core and shear walls. While designing for Shear Wall, I get the error message as indicated in the picture attached with this post. Currently, I have defined 250 mm thick wall section. However, the wall is failing in flexure and also some are overstressed in shear. Can somebody explain to me about these failures and how they can be corrected? Any link to reading about behaviour and design of shear walls in ETABS is also welcome!!
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