100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
C. 200 kg/cm2
Porous
Non-homogeneous
Reduced strength
All the above
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
Water content and its temperature
Shape and size of the aggregates
Air entraining agents
All the above
600 mm
750 mm
900 mm
More than 1 m
20 kN/cm²
200 kN/cm²
200 kN/mm²
2 × 106 N/cm²
Fineness test
Consistency test
Setting time test
Soundness test
2 %
4 %
6 %
8 %
Less than 1
Between 1 and 1.5
Between 1.5 and 2.0
Greater than 2
To provide adequate bond stress
To resist tensile stresses
To impart initial compressive stress in concrete
All of the above
Forces of tension and compression change but lever arm remains unchanged
Forces of tension and compressions remain unchanged but lever arm changes with the moment
Both forces of tension and compression as well as lever arm change
Both forces of tension and compression as well as lever arm remain unchanged
5 % less
10 % less
5 % more
10 % more
Moist aggregates
Very dry aggregates
Dry aggregates
Saturated surface dry aggregate
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
15 mm
25 mm
30 mm
40 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
Zone I
Zone II
Zone III
Zone IV
M 100
M 200
M 300
M 500
100 kg/cm2
150 kg/cm2
200 kg/cm2
300 kg/cm2
Air-entraining agent
Foaming agent
Oily-agent
All the above
There will be no settlement of columns
There will be no differential settlement
The settlement of exterior columns will be more than interior columns
The settlement of interior columns will be more than exterior columns
Admixtures accelerate hydration
Admixtures make concrete water proof
Admixtures make concrete acid proof
Admixtures give high strength
Compressive stress
Shear stress
Bond stress
Tensile stress
Rounded aggregate
Irregular aggregate
Angular aggregate
Flaky aggregate
Bending moment is small
Shear force is small
The member is supported by other member
All the above
Contraction joint
Expansion joint
Construction joint
Both (a) and (b)
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
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
Higher initial setting time but lower final setting time
Lower initial setting time but higher final setting time
Higher initial and final setting times
Lower initial and final setting times
Not needed
Provided equally on inner and front faces
Provided more on inner face than on front face
Provided more on front face than on inner face
0.207 l
0.25 l
0.293 l
0.333 l