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.
Thejoroop said:
6 years ago
For light reinforced: 25-75mm.
For heavy reinforced: 50-100mm.
For heavy reinforced: 50-100mm.
(7)
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)
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)
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)
Nitin salunke said:
5 years ago
Normal RCC work 80 to 150.
(2)
Debasis majumdar said:
6 years ago
It should be 50 to 100 mm.
(2)
Achhu said:
7 years ago
Acc to IS 456, Mass concrete, Lightly reinforced walls, slabs, beams, columns, canal lining, strip footing etc = 25 - 75.
Heavily reinforced sections slabs, beams, columns etc= 50- 100.
Can anybody tell which is the correct answer?
Heavily reinforced sections slabs, beams, columns etc= 50- 100.
Can anybody tell which is the correct answer?
(2)
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)
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