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.
|
Avon said:
(Oct 4, 2016)
|
|
Please explain the solution. |
Nina said:
(Oct 7, 2016)
|
|
What is fillers? |
Gaurav Sharma said:
(Feb 22, 2017)
|
|
According to me, 8 is right because
For cantilever l/b ratio = 7.
For simply supported l/b = 20.
For continuous l/b = 26. |
Chhaya said:
(Apr 28, 2017)
|
|
You are right @Gaurav Sharma.
It's as per as IS 456. |
Ankit said:
(Jul 22, 2017)
|
|
How is this possible? Explain in detail. |
Roy said:
(Sep 21, 2017)
|
|
This is for spaning in one direction. |
Ritu said:
(Dec 17, 2017)
|
|
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. |
Dre said:
(Jan 18, 2018)
|
|
I think the answer should be 7. |
Amit said:
(Apr 1, 2018)
|
|
You are right @Gaurav. |
Uttu Don said:
(Oct 3, 2018)
|
|
@Chhaya.
We don't mix 456 with steel structures. |
Talib said:
(Dec 8, 2018)
|
|
@All.
It is not RCC but steel so don't mix 456 with steel. |
Akash Pandya said:
(Jan 20, 2020)
|
|
In splices we consider filler plate as short column, and for short column the slenderness ratio should be less than 12. |
Shams Khan said:
(Sep 28, 2020)
|
|
Cantilever beam L/8.
Cantilever Fillers L/12. |