Civil Engineering - RCC Structures Design - Discussion
Discussion Forum : RCC Structures Design - Section 1 (Q.No. 2)
2.
The maximum area of tension reinforcement in beams shall not exceed
Discussion:
36 comments Page 3 of 4.
Bikash kabiraj said:
8 years ago
Minimum -----> Ast/bd = 0.85/fy, max-----0.04bd or 4%.
Sumit kumar said:
8 years ago
According to me, it is 0.17%.
Sanju Khinwal said:
8 years ago
Minimum percentage of tension steel is 0.17 and maximum 4%.
Abbas said:
8 years ago
Over rainforced section is not desirable.
Vaseem khan said:
8 years ago
4% of cross section area.
SAMEER said:
8 years ago
If the area of steel is greater than 4% than the bonding between concrete and steel can nog occur because it requires large dia bars that has less surface area and hence weaken the structure.
Mohammad yasir said:
8 years ago
Minimum :It is. 85/yeild strength (%) of gross sectional area/
Maximum :6% and can be reduced to 4% under special consideration.
Maximum :6% and can be reduced to 4% under special consideration.
Najib Daou said:
7 years ago
4 percent is too much.
According to IS 1978 AROUND 0.0162BD,
MIN 0.0035.
According to IS 1978 AROUND 0.0162BD,
MIN 0.0035.
Sachin said:
7 years ago
What is the minimum mild steel reinforcement in a beam section 300*600 is?
Debanjan Ghosh said:
7 years ago
Max tension r/f-4%bd and max compression r/f also -4%bd.
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