Civil Engineering - RCC Structures Design - Discussion
Discussion Forum : RCC Structures Design - Section 1 (Q.No. 6)
6.
An R.C.C. column is treated as long if its slenderness ratio is greater than
Discussion:
94 comments Page 2 of 10.
Eslam said:
5 years ago
It is <40 short.
(1)
AKASH SAHOO said:
7 years ago
Short RCC Column =<12.
Long RCC Column >12.
Short Steel column, =<50.
Intermediate Steel Column >40 & <200.
Long Steel Column >200.
Long RCC Column >12.
Short Steel column, =<50.
Intermediate Steel Column >40 & <200.
Long Steel Column >200.
(1)
Ashibul said:
6 years ago
L/b <= 3 pedestal.
3<L/b<=12 short column.
12<L/b<=60 long column.
L/b >= 60 redesign.
As per IS456: 2000.
3<L/b<=12 short column.
12<L/b<=60 long column.
L/b >= 60 redesign.
As per IS456: 2000.
(1)
Gk singh said:
8 years ago
FOR LONG COLUMN - Ratio of unsupported length between end restraints shall not exceed 60 times the least lateral dimension of column.
Abc said:
8 years ago
50 for rcc & 80 for steel.
Rohitash roj said:
8 years ago
Slenderness ratio less than 12 then it is termed as short column and more than 12 then it is a long column.
Aman vyapari said:
8 years ago
The question should be for Steel column.
The answer 50 is correspondence with the Steel column.
The answer 50 is correspondence with the Steel column.
Salman khan said:
8 years ago
It's answer is 60 for long columns.
Hariharan M said:
8 years ago
Please give a answer with the reference.
Animesh Paul said:
8 years ago
- Short RCC column, =< 10.
- Long RCC column, > 10.
- Short Steel column, =<50.
- Intermediate Steel column >50 & <200.
- Long Steel column >200.
- Long RCC column, > 10.
- Short Steel column, =<50.
- Intermediate Steel column >50 & <200.
- Long Steel column >200.
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