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.
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)
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.
Shashikant verma said:
7 years ago
The correct answer is 50-100 mm.
Datta taral said:
7 years ago
The Correct answer is 50-100mm.
Manothagan said:
7 years ago
50 -100 mm is code for the heavily reinforced section.
Shashi Ranjan said:
7 years ago
As per IS 456 2000, Slump value for lightly reinforced slab, beam, wall, column is 25mm to 75mm and slump value for heavily reinforced slab, beam, column and wall is 50mm to 100mm.
Bdk said:
7 years ago
It should be 50 to 100mm based on IS code.
Mahantesh said:
7 years ago
Recommended slump value for precast works?
Gajendra said:
7 years ago
No, the correct answer is 50-100mm.
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