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Posted: Fri Mar 16, 2018 9:05 am Post subject: clause 5.1.1
What could be the height limit of the building of a building where only 50% columns are tied in Moment frame . The structural walls are also not properly connected to diaphragm, located in isolation with slab . Under which structural system this building will fall ?
what will be the ideal Value of R in such case as per I.S.1893-2016?
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