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 1 of 4.
Suresh Kumar Dangaura said:
2 years ago
According to IS standard, it's 50 to 100 mm.
(3)
Nabab singh said:
2 years ago
I think it is 50-100.
(3)
Ramesh Ranpise said:
2 years ago
According to IS 456-2000, the slump value (in mm) of the concrete used in ordinary RCC work for beams and slabs, etc is 50 to 100 mm.
(1)
Niklo bsd valo said:
4 years ago
I think it's 15 - 25.
(1)
Ala venkateswara rao said:
4 years ago
What is slump value for lightly reinforced sections in slabs, beams and columns?
(1)
Mir Imroz said:
4 years ago
As per IS 456-2000 Recommend value of slump for beams slabs columns are 50-100 degree of workability Medium.
(5)
Nitin salunke said:
5 years ago
Normal RCC work 80 to 150.
(2)
Thejoroop said:
6 years ago
For light reinforced: 25-75mm.
For heavy reinforced: 50-100mm.
For heavy reinforced: 50-100mm.
(7)
Shobanbabu ketavathu said:
6 years ago
E none of above, RCC slump required 125 to 150mm.
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)
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