18
30
40
58
C. 40
1100° and 1200°C
1200° and 1300°C
1300° and 1400°C
1400° and 1500°C
Balanced beam
Under-reinforced beam
Over-reinforced beam
None of the above
30 %
40 %
50 %
60 %
Finer grinding
Burning at high temperature
Increased lime cement
Higher content of tricalcium
Soffit level
Window sill level
Floor level
All the above
4.75 mm
30 mm
60 mm
75 mm
20 kN/cm²
200 kN/cm²
200 kN/mm²
2 × 106 N/cm²
Higher Vee-Bee time shows lower workability
Higher slump shows higher workability
Higher compacting factor shows higher workability
None of the above
Higher compressive strength of concrete
Lower compressive strength of concrete
Higher tensile strength of steel
Lower tensile strength of steel
Sodium sulphates
Sodium chlorides
Sodium carbonates and bicarbonates
Calcium bicarbonates
Fineness test
Consistency test
Setting time test
Soundness test
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
Is proportional to water content is the mix
Is proportional to cement concrete
Increases with age of concrete
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
Low water cement ratio
Less cement in the concrete
Proper concrete mix
All the above
10 %
12 %
15 %
25 %
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
Affects only the early development of strength
Affects only the ultimate strength
Both (A) and (B)
Does not affect the strength
Decreases workability
Increases strength
Increases heat of hydration
None of these
Less
More
Equal
None of the above
Workability of concrete
Strength of concrete
Durability of concrete
All the above
Lime in excess, causes the cement to expand and disintegrate
Silica in excess, causes the cement to set slowly
Alumina in excess, reduces the strength of the cement
All the above
Ferrous sulphate
Potassium chloride
Ammonia
Nitric acid
2.5 cm
5.0 cm
7.5 cm
10 cm
Concrete for which preliminary tests are conducted, is called controlled concrete
Bulking of sand depends upon the fineness of grains
Concrete mix 1 : 6 : 12, is used for mass concrete in piers
All the above
l/3
l/5
l/7
l/10
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
100 kg
110 kg
120 kg
130 kg
High percentage of C3S and low percentage of C2S cause rapid hardening
High percentage of C3S and low percentage of C2S make the cement less resistive to chemical attack
Low percentage of C3S and high percentage of C2S contribute to slow hardening
All the above
Reduction in permeability
Loss of heat of hydration
Reduction in bleeding
All the above