Consider the following particulars in respect of a concrete mix design: Weight Specific Gravity Cement 400 kg/m3 3.2 Find aggregates - 2.5 Coarse aggregates 1040 kg/m3 2.6 Water 200 kg/m3 1.0 What shall be the weight of the Fine aggregates?
Consider the following particulars in respect of a concrete mix design: Weight Specific Gravity Cement 400 kg/m3 3.2 Find aggregates - 2.5 Coarse aggregates 1040 kg/m3 2.6 Water 200 kg/m3 1.0 What shall be the weight of the Fine aggregates? Correct Answer 690 kg/m<sup>3</sup>
Concept
Volume of concrete = Volume of F.A + Volume of C.A + Volume of Cement + Volume of Water + Volume of air
Where,
F.A is fine aggregate
CA is coarse aggregate
Calculation
Let volume of Concrete is 1 m3 and assume that there is not air content.
|
Composition |
Weight per 1 m3 Concrete |
Actual weight |
Specific Gravity |
Density = specific gravity × 1000 |
Volume = mass/density |
|
Cement |
400 kg/m3 |
400 kg |
3.2 |
3200 kg/m3 |
0.125 m3 |
|
Find aggregates(FA) |
- |
‘x’ kg |
2.5 |
2500 kg/m3 |
x/2500 m3 |
|
Coarse aggregates(CA) |
1040 kg/m3 |
1040 kg |
2.6 |
2600 kg/m3 |
0.4 m3 |
|
Water |
200 kg/m3 |
200 kg |
1.0 |
1000 kg/m3 |
0.2 m3 |
|
Air |
NIL (assumed as it is not given) |
||||
Now,
V = VFA + VCA + Vcement + Vwater + Vair
1 = x/2500 + 0.4 + 0.125 + 0.2 + 0
∴ Weight of Fine aggregates, x = 687.5 Kg ≈ 690 kg