Discussion :: Steel Structure Design - Section 2 (Q.No.5)
|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)|
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)|
For Pure tension member = 400 Compression/Reversible stress= 180.
|Aman said: (Oct 24, 2018)|
|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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