in Steel Structures edited by
0 votes
0 votes

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 $1.2$
in Steel Structures edited by
by
11.6k points

Please log in or register to answer this question.

Answer:
Welcome to GATE Civil Q&A, where you can ask questions and receive answers from other members of the community.
Top Users Sep 2022
  1. Arjun

    30 Points

  2. gatecse

    10 Points