Dams
Massive foundations
R.C.C. structures
All the above
D. All the above
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
Internal vibrator
Screed vibrator
Form vibrator
None of these
4 mm
6 mm
8 mm
10 mm
20 kN/cm²
200 kN/cm²
200 kN/mm²
2 × 106 N/cm²
Water cement ratio is reduced
Proportion of aggregates is reduced
An allowance for the entrained air is made
All the above
The least lateral dimension of the member
Sixteen times the smallest diameter of longitudinal reinforcement bar to be tied
Forty-eight times the diameter of transverse reinforcement
Lesser of the above three values
0.43 d
0.55 d
0.68 d
0.85 d
Plain hot rolled wires
Cold drawn wires
Heat treated rolled wires
All have same tensile strength
5 kg/cm2
8 kg/cm2
10 kg/cm2
15 kg/cm2
Volume stability
Strength
Water resistance
All the above
8 kg
10 kg
12 kg
14 kg
2 %
4 %
6 %
10 %
To provide adequate bond stress
To resist tensile stresses
To impart initial compressive stress in concrete
All of the above
Time of transit
Water-cement ratio
The air in the mix
Size of aggregate
Lime stone
Chalk
Laterite
None of these
Compressive stress
Shear stress
Bond stress
Tensile stress
Vicat apparatus test
Slump test
Minimum void method
Talbot Richard test
Equal to the mean size
Twice the mean size
Thrice the mean size
Four times the mean size
Magnesium oxide
Iron oxide
Silica
Lime
To decrease it
To increase it
Either to decrease or to increase it
To keep it unchanged
Setting time
Tensile strength
Consistency
All the above
Siliceous aggregates, has higher co-efficient of expansion
Igneous aggregates, has intermediate coefficient of expansion
Lime stones, has lowest co-efficient of expansion
All the above
Only (i)
Only (ii)
Both (i) and (iv)
Both (ii) and (iii)
(i) and (ii)
(i)and(iv)
(ii) and (iii)
(iii) and (iv)
Consistency
Compressive strength
Tensile strength
Impact value
The weight of ingredients of concrete mix, is taken in kilograms
Water and aggregates are measured in litres
20 bags of cement make one tonne
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
According to the petrological characteristics, concrete aggregates are classified as heavy weight, normal weight and light weight
According to the shape of the particles, concrete aggregates are classified as rounded irregular, angular and flaky
According to the surface texture of the particles, the concrete aggregates are classified as glassy, smooth, granular, rough, crystalline, honey combed and porous
All the above
Desired strength and workability
Desired durability
Water tightness of the structure
All the above
1/5th of mean dimension
2/5th of mean dimension
3/5th of mean dimension
4/5th of mean dimension