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 2 of 2.
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.
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.
ShAms KhAn said:
5 years ago
Cantilever beam L/8.
Cantilever Fillers L/12.
Cantilever Fillers L/12.
(2)
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