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.
Prakash kakkalameli said:
6 years ago
HYSD bars 0.12.
Mild steel reinforcement 0.15.
Mild steel reinforcement 0.15.
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.
Kedar said:
5 years ago
0.12% is right one because the steel of grade not provided.
(1)
Suraj pal said:
4 years ago
The minimum reinforcement using mild steel in slab should not be in less.
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.
Hcn said:
4 years ago
Why not it's 0.12%? Please explain.
Israr Ullah said:
2 years ago
For plane reinforcement: 0.15%.
For deformed bars: 0.12%.
For deformed bars: 0.12%.
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)
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