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.
Er NK said:
7 years ago
250 is the answer. I agree.
Abhishek said:
5 years ago
250 is the right answer.
ARPITDUBEY said:
5 years ago
250 is the right answer.
Because in compression member subject to wind or seismic loading slenderness ratio is 250.
And for tension member 1: for reversal loading due to wind or seismic loading is 350.
2: for direct wind or seismic loading is 400.
Because in compression member subject to wind or seismic loading slenderness ratio is 250.
And for tension member 1: for reversal loading due to wind or seismic loading is 350.
2: for direct wind or seismic loading is 400.
Sushree said:
5 years ago
250 is the right answer.
MJM Gcek said:
4 years ago
Here nothing is mentioned in question whether it is compression or tension then how can you say that it is 250, it can also be 350 right?
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