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.
Ala venkateswara rao said:
4 years ago
What is slump value for lightly reinforced sections in slabs, beams and columns?
(1)
ARSH said:
9 years ago
Pavements -> 25-50.
Mass concrete structure -> 25-50.
Unreinforced footings -> 25-75.
Bridge decks -> 25-75.
Reinforced foundation, footings, and walls -> 50-100.
Reinforced slabs and beams -> 30-125.
Columns -> 75-125.
Mass concrete structure -> 25-50.
Unreinforced footings -> 25-75.
Bridge decks -> 25-75.
Reinforced foundation, footings, and walls -> 50-100.
Reinforced slabs and beams -> 30-125.
Columns -> 75-125.
(1)
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?
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.
Manothagan said:
7 years ago
50 -100 mm is code for the heavily reinforced section.
Datta taral said:
7 years ago
The Correct answer is 50-100mm.
Shashikant verma said:
7 years ago
The correct answer is 50-100 mm.
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.
Shobanbabu ketavathu said:
6 years ago
E none of above, RCC slump required 125 to 150mm.
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