Civil Engineering - Steel Structure Design - Discussion

Discussion Forum : Steel Structure Design - Section 3 (Q.No. 43)
43.
Allowable working stress corresponding to the slenderness ratio of double angles placed back to back and connected to one side of a gusset plate, is reduced to
50%
60%
70%
80%
40%
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
1 comments Page 1 of 1.

Rohit said:   7 years ago
Double angle strut placed back to back on same side = 0.8 * working stress.
(1)

Post your comments here:

Your comments will be displayed after verification.