Civil Engineering - Steel Structure Design - Discussion

Discussion Forum : Steel Structure Design - Section 2 (Q.No. 5)
5.
A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed
180
200
250
300
350
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
14 comments Page 2 of 2.

Ankur said:   8 years ago
I think it should be 250.

Nishant said:   8 years ago
It should be 250.

Subhendu patra said:   4 years ago
It should be 400.

Aman said:   7 years ago
It's 250.


Post your comments here:

Your comments will be displayed after verification.