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Posted: Fri Aug 23, 2024 5:28 am Post subject: Column And Shearwall Stiffness study in ETABS
Dear All
300x1200 column and shear wall both have same stiffness or different?
How to play with Shearwall stiffness? fine meshing reduce stiffness due to increase freedom system or No meshing increase stiffness due to error or 2D plate elements instead of bar elements.
Think in details and replied
Prakash
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