Civil Engineering - Steel Structure Design - Discussion

5. 

A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed

[A]. 180
[B]. 200
[C]. 250
[D]. 300
[E]. 350

Answer: Option E

Explanation:

No answer description available for this question.

Ankur said: (Mar 15, 2017)  
I think it should be 250.

Selvi said: (Jul 7, 2017)  
For wind slenderness ratio 250.

Ankitpatel5789@Gmail.Com said: (Aug 9, 2017)  
No, this answer is right. I know slenderness 250. But from to the wind 350.

Nishant said: (Aug 10, 2017)  
It should be 250.

Anu said: (Jan 5, 2018)  
It's 350.

And 250 is for the same condition with compression member.

Pavitra said: (Jan 10, 2018)  
180 for reversible loading.

Yajnish Tiwari said: (Mar 8, 2018)  
Slenderness ratio.

For Pure tension member = 400 Compression/Reversible stress= 180.
Wind=250,
Roof truss=350.

Aman said: (Oct 24, 2018)  
It's 250.

Deepak said: (Oct 25, 2018)  
The Answer is 350, because 250 is not classified in tension member in any condition in IS CODE.

Nilraj said: (Oct 27, 2018)  
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.

Mohit Bhandari said: (Sep 21, 2019)  
A tension member subjected to reversal of stress i.e., windload, seismic load.

Shams Khan said: (Sep 28, 2020)  
For wind 250.
For wind reversal 350.

Subhendu Patra said: (Jul 10, 2021)  
It should be 400.

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