Civil Engineering - Steel Structure Design - Discussion
Discussion Forum : 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
Discussion:
13 comments Page 1 of 2.
Ritu said:
8 years ago
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.
And for (span/effective depth) it is 7 for the Cantilever.
Gaurav sharma said:
9 years ago
According to me, 8 is right because
For cantilever l/b ratio = 7.
For simply supported l/b = 20.
For continuous l/b = 26.
For cantilever l/b ratio = 7.
For simply supported l/b = 20.
For continuous l/b = 26.
AKAsh Pandya said:
6 years ago
In splices we consider filler plate as short column, and for short column the slenderness ratio should be less than 12.
Talib said:
7 years ago
@All.
It is not RCC but steel so don't mix 456 with steel.
It is not RCC but steel so don't mix 456 with steel.
Chhaya said:
8 years ago
You are right @Gaurav Sharma.
It's as per as IS 456.
It's as per as IS 456.
Uttu don said:
7 years ago
@Chhaya.
We don't mix 456 with steel structures.
We don't mix 456 with steel structures.
ShAms KhAn said:
5 years ago
Cantilever beam L/8.
Cantilever Fillers L/12.
Cantilever Fillers L/12.
(2)
Ankit said:
8 years ago
How is this possible? Explain in detail.
Roy said:
8 years ago
This is for spaning in one direction.
Dre said:
8 years ago
I think the answer should be 7.
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