Alumina
Iron oxide
Silica
Alkalis
D. Alkalis
20 mm to 30 mm
30 mm to 40 mm
40 mm to 50 mm
50 mm to 60 mm
Insufficient quantity of water makes the concrete mix harsh
Insufficient quantity of water makes the concrete unworkable
Excess quantity of water makes the concrete segregated
All the above
Only in post-tensioned beams
Only in pre-tensioned beams
In both post-tensioned and pre-tensioned beams
None of the above
Lime : Silica : Alumina : Iron oxide : 63 : 22 : 6 : 3
Silica : Lime : Alumina : Iron oxide : 63 : 22 : 6 : 3
Alumina : Silica : Lime : Iron oxide : 63 : 22 : 6 : 3
Iron oxide : Alumina : Silica : Lime : 63 : 22 : 6 : 3
Crushing strength
Impact value
Abrasion resistance
Water absorption
Screeding
Floating
Trowelling
Finishing
0.33
0.5
0.75
1.0
23°C
0°
- 5.6°C
- 11.7°C
20.5 mm
30.5 mm
40.5 mm
50.5 mm
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
l/3
l/5
l/7
l/10
10 cm
15 cm
20 cm
25 cm
5% by weight of aggregates plus 20% of weight of cement
10% by weight of aggregates plus 10% of weight of cement
5% by weight of aggregates plus 30% of weight of cement
30% by weight of aggregates plus 10% of weight of cement
When one thrusts one's hand into a bag of cement, one should feel warm
The colour of the cement is bluish
By rubbing cement in between fingers, one should feed rough
All the above
Space between the exterior walls of a warehouse and bag piles should be 30 cm
Cement bags should preferably be piled on wooden planks
Width and height of the pile should not exceed 3 m and 2.70 m respectively
None of these
To mix cement and fine aggregate by dry hand
To mix coarse aggregates
To mix water to the cement, fine aggregates and coarse aggregates
All the above
Cement should be mixed for at least one minute
10% of water is placed in the rotating drum before adding dry material
10% of water is added after placing the other ingredients in the drum
All the above
Elastic shortening of concrete
Shrinkage of concrete
Creep of concrete
Loss due to friction
The least lateral dimension
2 times the least lateral dimension
3 times the least lateral dimension
4 times the least lateral dimension
15,900 litres
16,900 litres
17,900 litres
18,900 litres
Rounded
Elongated
Angular
All of the above
1 : 3 : 6
1 : 1 ½ : 3
1 : 2 : 4
1 : 1 : 2
Tensile strength test
Slump test
Compaction factor test
Flexural strength test
100 mm
150 mm
200 mm
250 mm
Directly proportional to compressive strength
Inversely proportional to compressive strength
Directly proportional to square root of compressive strength
Inversely proportional to square root of compressive strength
0.1P + 0.3Y + 0.1Z = W/C × P
0.3P + 0.1Y + 0.01Z = W/C × P
0.4P + 0.2Y + 0.01Z = W/C × P
0.5P + 0.3Y + 0.01Z = W/C × P
± 5 % of average
± 10 % of average
± 15 % of average
± 20 % of average
2000 bags
2200 bags
2400 bags
2700 bags
Where B.M. and S.F. are small
Where the member is supported by other member
At 18 m apart in huge structures
All the above
100 kg/cm2
150 kg/cm2
200 kg/cm2
300 kg/cm2