Civil Engineering - Building Construction - Discussion
Discussion Forum : Building Construction - Section 4 (Q.No. 2)
2.
The concrete slump recommended for foundations, is
Discussion:
5 comments Page 1 of 1.
Adeel Rehman said:
5 years ago
Reinforced foundation, footings, and walls -> 50-100.mm.
Reinforced slabs and beams -> 30-125.mm.
Columns -> 75-125.mm.
Pavements -> 25-50.mm.
Mass concrete structure -> 25-50.
Unreinforced footings -> 25-75.
Bridge decks -> 25-75.mm.
Reinforced slabs and beams -> 30-125.mm.
Columns -> 75-125.mm.
Pavements -> 25-50.mm.
Mass concrete structure -> 25-50.
Unreinforced footings -> 25-75.
Bridge decks -> 25-75.mm.
(5)
Subbu said:
6 years ago
For slabs and beams, it should be 30 to 125.
For columns 75 to 125.
For foundation, it should be 50 to 100.
For columns 75 to 125.
For foundation, it should be 50 to 100.
(1)
Aijaz said:
6 years ago
It should be 75mm to 125 mm.
Virender Paul said:
7 years ago
How? Explain the answer.
Ibrahim Adel said:
1 decade ago
If the slump is around this range it will be too much tight & not flow able specially in case of ares if more steel (Main & Extra Steel), I See that the slump start from 75 mm to 125 mm, However this mentioned slump from 50 mm to 10 mm is recommended for Gunite Concrete.
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