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Posted: Sun Jan 03, 2021 6:00 am Post subject: Regarding selection of column design overwrites
It is G+2 building which has
1. shear walls at lift
2. design is only for DL+LL cases but not for wind and earthquake cases
3. Building is not symmetric in any direction
Will it be ok if Column design overwrites to follow non-sway instead of ordinary. Kindly assist me regarding this
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