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
Discussion:
14 comments Page 1 of 2.
Nilraj said:
7 years ago
The compression member with
1) Dead load and imposed load=180,
2) with wind and earthquake action=250,
3) with lateral torsion buckling-300.
Now, the Tension member
1) With the reversal of the direct stress other than wind or earthquake -180.
2) Reversal of the stress with wind and earthquake-350.
3) Member always under tension other than pre-tensioned member-400.
1) Dead load and imposed load=180,
2) with wind and earthquake action=250,
3) with lateral torsion buckling-300.
Now, the Tension member
1) With the reversal of the direct stress other than wind or earthquake -180.
2) Reversal of the stress with wind and earthquake-350.
3) Member always under tension other than pre-tensioned member-400.
(2)
Ankur said:
8 years ago
I think it should be 250.
Selvi said:
8 years ago
For wind slenderness ratio 250.
Nishant said:
8 years ago
It should be 250.
Ankitpatel5789@gmail.com said:
8 years ago
No, this answer is right. I know slenderness 250. But from to the wind 350.
Anu said:
8 years ago
It's 350.
And 250 is for the same condition with compression member.
And 250 is for the same condition with compression member.
Pavitra said:
8 years ago
180 for reversible loading.
Yajnish tiwari said:
7 years ago
Slenderness ratio.
For Pure tension member = 400 Compression/Reversible stress= 180.
Wind=250,
Roof truss=350.
For Pure tension member = 400 Compression/Reversible stress= 180.
Wind=250,
Roof truss=350.
Aman said:
7 years ago
It's 250.
Deepak said:
7 years ago
The Answer is 350, because 250 is not classified in tension member in any condition in IS CODE.
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