Civil Engineering - Building Construction - Discussion

Discussion Forum : Building Construction - Section 1 (Q.No. 18)
18.
The concrete slump recommended for beams and slabs ; is
25 to 50 mm
25 to 75 mm
30 to 125 mm
50 to 100 mm
none of these.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
38 comments Page 4 of 4.

Thejoroop said:   6 years ago
For light reinforced: 25-75mm.
For heavy reinforced: 50-100mm.
(7)

Nitin salunke said:   5 years ago
Normal RCC work 80 to 150.
(2)

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)

Ala venkateswara rao said:   4 years ago
What is slump value for lightly reinforced sections in slabs, beams and columns?
(1)

Niklo bsd valo said:   4 years ago
I think it's 15 - 25.
(1)

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)

Nabab singh said:   2 years ago
I think it is 50-100.
(3)

Suresh Kumar Dangaura said:   2 years ago
According to IS standard, it's 50 to 100 mm.
(3)


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