Civil Engineering - Structural Design Specifications - Discussion
Discussion Forum : Structural Design Specifications - Section 2 (Q.No. 48)
48.
The slenderness ratio of a tie in a roof truss if subjected to action of wind and seismic forces, should not be greater than
Discussion:
4 comments Page 1 of 1.
Muhammad Hashim said:
2 years ago
Condition if wind and seismic load than,
1) For compression member SR 250.
2) For tension member SR 350.
3) Reversal of stresses I. E tension and comp both 350.
1) For compression member SR 250.
2) For tension member SR 350.
3) Reversal of stresses I. E tension and comp both 350.
Khushwant rana said:
8 years ago
Roof truss is a tension member and for tension member its 350.
For compression member its 250.
For compression member its 250.
Paul said:
8 years ago
D is the correct answer. I agree with the given answer.
Roy said:
8 years ago
I think it's 250. Because 350 is for reversal stress.
(1)
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