Higher compressive strength of concrete
Lower compressive strength of concrete
Higher tensile strength of steel
Lower tensile strength of steel
B. Lower compressive strength of concrete
Deflect downward
Deflect upward
Deflect downward or upward
None of the above
Are provided where plane changes abruptly
Are provided to ensure minimum resistance
Do not carry reinforcement across them
All the above
5 days
7 days
10 days
14 days
2.5 cm
5.0 cm
7.5 cm
10 cm
Mixing of different sizes of sand particles
Mixing of lime with sand
Maximum water with sand
Swelling of sand when wetted
Chemical reaction of cement with sand and coarse aggregates
Evaporation of water from concrete
Hydration of cement
All the above
2
4
6
8
Sand stone
Slate
Lime stone
Graphite
Lime stone
Chalk
Laterite
None of these
Air-entraining agent
Foaming agent
Oily-agent
All the above
100 kg
110 kg
120 kg
130 kg
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
Chemically inert
Sufficiently strong
Hard and durable
All the above
M 100
M 200
M 300
M 500
M 15
M 20
M 10
M 25
3.0 m and 1.5 m
1.5 m and 3.0 m
3.0 m and 3.0 m
1.5 m and 1.5 m
30 %
40 %
50 %
60 %
Weight 50 kg
Height 18 cm
Plan area 3000 sq. cm
All the above
Tensile strength test
Slump test
Compaction factor test
Flexural strength test
10 %
20 %
30 %
40 %
Fineness test
Consistency test
Test for setting time
Test for tensile strength
The degree of grinding of cement, is called fineness
The process of changing cement paste into hard mass, is known as setting of cement
The phenomenon by virtue of which cement does not allow transmission of sound, is known as soundness of cement
The heat generated during chemical reaction of cement with water, is known as heat of hydration
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
Rounded
Elongated
Angular
All of the above
5 %
10 %
15 %
20 %
Shales
Fly ash
Pumicite
All the above
Internal moisture conditions on hydration continue till complete strength is gained
Concrete specimens may be tested at any temperature
Concrete specimens need be of same age
Concrete specimens need be of same size
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
To eliminate air holes
To achieve maximum density
To provide intimate contact between the concrete and embedded materials
All the above
The maximum size of a coarse aggregate, is 75 mm and minimum 4.75 mm
The maximum size of the fine aggregate, is 4.75 mm and minimum 0.075 mm
The material having particles of size varying from 0.06 mm to 0.002 mm, is known as silt
All the above