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 1 of 2.
MUHAMMAD NABI said:
2 years ago
The minimum percentage of reinforcement is 0.15% of the gross area if a mild steel bar is used and 0.12% of the gross area if the HYSD bar is used.
(1)
Kedar said:
5 years ago
0.12% is right one because the steel of grade not provided.
(1)
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.
Israr Ullah said:
2 years ago
For plane reinforcement: 0.15%.
For deformed bars: 0.12%.
For deformed bars: 0.12%.
Hcn said:
4 years ago
Why not it's 0.12%? Please explain.
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.
Suraj pal said:
4 years ago
The minimum reinforcement using mild steel in slab should not be in less.
Sudeshna Ghanty said:
6 years ago
As per IS 456:2000.
26.5.2.1 - Minimum Reinforcement.
The mild steel reinforcement in either direction in slabs shall not be less than 0.15% of the total cross-sectional area.
However, this value can be reduced to 0.12% when high strength Deformed Bar or welded wire fabric is used.
26.5.2.1 - Minimum Reinforcement.
The mild steel reinforcement in either direction in slabs shall not be less than 0.15% of the total cross-sectional area.
However, this value can be reduced to 0.12% when high strength Deformed Bar or welded wire fabric is used.
Prakash kakkalameli said:
6 years ago
HYSD bars 0.12.
Mild steel reinforcement 0.15.
Mild steel reinforcement 0.15.
Apoorv said:
1 decade ago
A) 0.15 percent where plain bars are used, and,
B) 0.12 percent where high yield strength (hot rolled and cold twisted) deformed bars or welded wire fabric are used.
B) 0.12 percent where high yield strength (hot rolled and cold twisted) deformed bars or welded wire fabric are used.
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