Civil Engineering - Steel Structure Design - Discussion
Discussion Forum : Steel Structure Design - Section 1 (Q.No. 28)
28.
The maximum permissible slenderness ratio of a member carrying loads resulting from wind, is
Discussion:
15 comments Page 2 of 2.
Pradyuman singh said:
8 years ago
A tie member is a member design to take tension due to DL and LL (i.e.subjected to tension due to DL and LL) but it can be in compression due to WL/EL. For this max, the slenderness ratio is 350.
Sanathkumar said:
8 years ago
250 is the correct answer. I agree.
Er NK said:
7 years ago
250 is the answer. I agree.
Abhishek said:
6 years ago
250 is the right answer.
Sushree said:
6 years ago
250 is the right answer.
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