Civil Engineering - RCC Structures Design - Discussion
Discussion Forum : RCC Structures Design - Section 1 (Q.No. 44)
44.
The percentage of minimum reinforcement of the gross sectional area in slabs, is
Discussion:
18 comments Page 2 of 2.
Deepak said:
7 years ago
No mentioned it is fe 415 or 250.
So can not fix the answer.
So can not fix the answer.
Kedar said:
5 years ago
0.12% is right one because the steel of grade not provided.
(1)
Israr Ullah said:
2 years ago
For plane reinforcement: 0.15%.
For deformed bars: 0.12%.
For deformed bars: 0.12%.
Joy Suthar said:
4 years ago
For;
Fe250 = 0.15% of bD.
Fe 415 = 0.12% of bD.
Fe250 = 0.15% of bD.
Fe 415 = 0.12% of bD.
SHANKAR CHOWHAN said:
8 years ago
0.15% For fe250.
0.12% for Fe 415 then,
Fe 500=?
0.12% for Fe 415 then,
Fe 500=?
Prakash kakkalameli said:
6 years ago
HYSD bars 0.12.
Mild steel reinforcement 0.15.
Mild steel reinforcement 0.15.
HITEN said:
10 years ago
1. 0.15 % for FE 250.
2. 0.12% for FE 415.
2. 0.12% for FE 415.
Hcn said:
4 years ago
Why not it's 0.12%? Please explain.
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