Discussion :: Steel Structure Design - Section 2 (Q.No.35)
| 35. |
In case of cantilever fillers, the ratio of the span L to depth d, should not exceed |
| [A]. |
4 | | [B]. |
8 | | [C]. |
12 | | [D]. |
16 | | [E]. |
20 |
Answer: Option C
Explanation:
No answer description available for this question.
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Avon said:
(Oct 4, 2016)
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| Please explain the solution. |
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Nina said:
(Oct 7, 2016)
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| What is fillers? |
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Gaurav Sharma said:
(Feb 22, 2017)
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According to me, 8 is right because
For cantilever l/b ratio = 7.
For simply supported l/b = 20.
For continuous l/b = 26. |
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Chhaya said:
(Apr 28, 2017)
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You are right @Gaurav Sharma.
It's as per as IS 456. |
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Ankit said:
(Jul 22, 2017)
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| How is this possible? Explain in detail. |
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Roy said:
(Sep 21, 2017)
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| This is for spaning in one direction. |
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Ritu said:
(Dec 17, 2017)
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I think in this question depth (d) means overall depth. So the answer here is 12.
And for (span/effective depth) it is 7 for the Cantilever. |
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Dre said:
(Jan 18, 2018)
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| I think the answer should be 7. |
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Amit said:
(Apr 1, 2018)
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| You are right @Gaurav. |
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Uttu Don said:
(Oct 3, 2018)
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@Chhaya.
We don't mix 456 with steel structures. |
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Talib said:
(Dec 8, 2018)
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@All.
It is not RCC but steel so don't mix 456 with steel. |
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Akash Pandya said:
(Jan 20, 2020)
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| In splices we consider filler plate as short column, and for short column the slenderness ratio should be less than 12. |
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Shams Khan said:
(Sep 28, 2020)
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Cantilever beam L/8.
Cantilever Fillers L/12. |
