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) | |
| It's 350. And 250 is for the same condition with compression member. |
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| 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. |
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| 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. |
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| 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. |
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| Subhendu Patra said: (Jul 10, 2021) | |
| It should be 400. | |
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