Civil Engineering - Building Construction - Discussion
Discussion Forum : Building Construction - Section 1 (Q.No. 18)
18.
The concrete slump recommended for beams and slabs ; is
Discussion:
38 comments Page 2 of 4.
Karn chaurasiya said:
6 years ago
D is the correct answer. The RRC and CT slump value for slab and beam is 50-100mm.
Ref:BC Punmiya.
Ref:BC Punmiya.
(3)
Arvindbhai said:
7 years ago
As per IS code 456:2000 cl. 7.1;
Answer slump for beams & column : 25-75 mm.
Answer slump for beams & column : 25-75 mm.
Ala venkateswara rao said:
4 years ago
What is slump value for lightly reinforced sections in slabs, beams and columns?
(1)
Thejoroop said:
6 years ago
For light reinforced: 25-75mm.
For heavy reinforced: 50-100mm.
For heavy reinforced: 50-100mm.
(7)
Kalyani said:
10 years ago
Please share slump recommendation for all type of works.
Manothagan said:
7 years ago
50 -100 mm is code for the heavily reinforced section.
Anand bhandari said:
10 years ago
It is wrong, the slump for beams and slab is 50-100.
Shobanbabu ketavathu said:
6 years ago
E none of above, RCC slump required 125 to 150mm.
Rohit choudhary said:
8 years ago
For beam and slab slump should be 50 to 100 mm.
Suresh Kumar Dangaura said:
2 years ago
According to IS standard, it's 50 to 100 mm.
(3)
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