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 3 of 4.
Subham dey said:
7 years ago
Beam & slab 50- 100 mm.
Ska said:
8 years ago
Right answer is 50 to 100 mm.
Nimai Mahato said:
8 years ago
Slump of concrete beam & slab 50-100 mm.
Prince singh said:
8 years ago
50-100 is the right answer.
Bidyut Majumder said:
8 years ago
30 to wet.
Rohit choudhary said:
8 years ago
For beam and slab slump should be 50 to 100 mm.
Roy said:
8 years ago
Yes your are right @Neethu.
Neethu said:
8 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.
Heavily reinforced sections slabs, beams, columns etc= 50- 100.
Jit said:
9 years ago
I referred entirely different in 2 book.
Option(1).slump for beams and slabs = 30-125.
For column = 75-125.
Option(2)
For beam and slab = 40-50.
Also saying that for normal Rcc work = 80 - 150.
Please, anyone help me in this case.
Option(1).slump for beams and slabs = 30-125.
For column = 75-125.
Option(2)
For beam and slab = 40-50.
Also saying that for normal Rcc work = 80 - 150.
Please, anyone help me in this case.
Akhilesh Thayineri said:
9 years ago
I think it's 50 to 100.
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