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For lightly reinforced sections in slabs, beams, columns etc. the slump should be:
Question

For lightly reinforced sections in slabs, beams, columns etc. the slump should be:

A.

15-25 mm

B.

50-100 mm

C.

25-75 mm

D.

75-100 mm

Correct option is C

Below are the values of slump and their usage:

Placing Condition
Degree of Workability 
Slump, mm
Mud mat, shallow section, pavement using pavers
Very low
0.70 – 0.80 (Compacting factor)
Mass concrete; lightly reinforced slabs, beams, walls, columns; strip footings
Low
25-75
Heavily reinforced slabs, beams, walls, columns
Medium
50-100
Slip formwork, pumped concrete
Medium
75-100
In situ piling, trench fill
High
100-150
Tremie concrete
Very high
150-200 (flow test as per IS 9103:1999)

Slump Requirements:
For lightly reinforced sections in slabs, beams, and columns, a medium workability is typically desired to ensure that the concrete can be easily placed and compacted without segregation.
The slump value suitable for these applications is usually in the range of 25-75 mm. This range provides enough workability to ensure proper placement and compaction around the reinforcement without excessive segregation or bleeding.

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