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A steel column is restrained against both translation and rotation at one end and is restrained only against rotation but free to translate at the other end. Theoretical and design $(\text{IS}:800-2007)$ values, respectively, of effective length factor of the column are

  1. $1.0$ and $1.0$
  2. $1.2$ and $1.0$
  3. $1.2$ and $1.2$
  4. $1.0$ and $1.2$
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