Civil Engineering - RCC Structures Design - Discussion
Discussion Forum : RCC Structures Design - Section 5 (Q.No. 45)
45.
As per IS : 456, the reinforcement in a column should not be less than
Discussion:
14 comments Page 1 of 2.
Ram prabhav yadav said:
6 years ago
A/c code min 0.8%.
Max 8%.
Theoretically 6%.
Practically 4%.
Max 8%.
Theoretically 6%.
Practically 4%.
(4)
Saqib said:
6 years ago
It's Not less than 0.8% and not more than 3% of the gross cross-sectional area of the column.
(2)
MD Aqeel Ahmed said:
7 years ago
The percentage of steel should lie in between 0.8% to 6% of cross-sectional area.
(1)
Rohit Rajak said:
1 decade ago
Not less than 0.8% and not more than 6% of the cross section of the column.
Kuldeep said:
1 decade ago
Yes you are right @Rohit not less than 0.8% & not more than 6%.
Snehal wankhede said:
9 years ago
Not less than 0.8% and not more than 6%. That is 0.8 - 6%.
Masresha Mamo said:
8 years ago
Not less than 0.8% and not more than 8% in our code.
Faizan Raza Khan said:
8 years ago
For Longitudinal Reinforcement:-Not less than 0.8% and not more than 6% of the gross-sectional area of the column. ( clause 26.5.3.1, IS:456 2000).
Jagdish said:
8 years ago
Not less than 0.8% and not more than 6%.
Kamlesh said:
8 years ago
Not less than 0.8%.
Not more than 6% - without overlapping.
Not more than 4% - with overlapping.
Not more than 6% - without overlapping.
Not more than 4% - with overlapping.
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