Equal to the mean size
Twice the mean size
Thrice the mean size
Four times the mean size
B. Twice the mean size
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
Continuous grading is not necessary for obtaining a minimum of air voids
The omission of a certain size of aggregate is shown by a straight horizontal line on the grading curve
The omission of a certain size of aggregate in concrete increases the workability but also increases the liability to segregation
All the above
Bulking of sand is caused due to formation of a thin film of surface moisture
Fine sand bulks more than coarse sand
The volume of fully saturated sand, is equal to the volume of dry and loose sand
All the above
(i) and (ii)
(ii) and (iii)
Only (iii)
All (i), (ii) and (iii)
25 %
40 %
60 %
80 %
20 mm particles
10 mm particles
4.75 mm particles
All the above
The bottom and top ends of slump mould are parallel to each other
The axis of the mould is perpendicular to the end faces
The internal surface of the mould is kept clean and free from set cement
The mould is in the form of a frustum of hexagonal pyramid
Nala beds
River beds
Sea beds
None of these
10 cm
15 cm
20 cm
25 cm
Zone I
Zone II
Zone III
Zone IV
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
2
4
6
8
Only (i)
(i) and (ii)
(i) and (iii)
All (i), (ii) and (iii)
Volume stability
Strength
Water resistance
All the above
Water cement paste hardens due to hydration
During hardening cement binds the aggregates together
Cement provides strength, durability and water tightness to the concrete
All the above
Increases with increase in diameter of bar
Decreases with increase in diameter of bar
Does not depend on diameter of bar
None of the above
40 mm
50 mm
60 mm
70 mm
Proportions of the material and water should be the same as to be used at the work site
Cement should be mixed by hand in order to maintain uniformity
Concrete mix should be stored in air-tight containers
Concrete ingredients should be kept at a temperature of 37° ± 2°C
50 mm
75 mm
100 mm
120 mm
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Colorcrete
Silvicrete
Snowcem
All the above
Workability
Strength
The effects of temperature variations
The unit weight
18
30
40
58
Single size coarse aggregate is roughly 0.45
Graded coarse aggregate is roughly 0.040
Fine aggregate is roughly 0.45
All the above
Increases workability
Decreases workability
Decreases resistance to weathering
Increases strength
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
28 liters
30 liters
32 liters
34 liters
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Construction joints in columns are provided a few cm below the junction of beam
Construction joints in columns are provided at the bottom hunching
Construction joints in beams and slabs are provided within middle third
All the above
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load