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[Dipak.Gaikwad]

Dear ALL
In high-rise buildings elastic shorting of columns is
predominant.
My question is
1) How to calculate the exact elastic shorting of
column.
2)  Giving chamber to floor plate and Vertical tilt to
all columns and shear wall will work to nullify the elastic shorting?
3) What will be the other majors to counteract this
shorting?
Thanks in advance

Dipak D Gaikwad
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