Volume of water to that of cement
Weight of water to that of cement
Weight of concrete to that of water
Both (a) and (b) of the above
D. Both (a) and (b) of the above
Top face perpendicular to wall
Bottom face perpendicular to wall
Both top and bottom faces perpendicular to wall
None of the above
When one thrusts one's hand into a bag of cement, one should feel warm
The colour of the cement is bluish
By rubbing cement in between fingers, one should feed rough
All the above
Sand stone
Slate
Lime stone
Graphite
The quality of water governs the strength of concrete
10% excess of water reduces the strength of concrete by 15%
30% excess of water reduces the strength of concrete by 50%
All the above
1/4
1/5
1/6
1/8
Calcium chloride acts as a retarder
Calcium chloride acts as an accelerator
Gypsum (calcium sulphate) acts as a retarder
Both (b) and (c)
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
Water proof masonry walls
Water proof roof
Few windows which remain generally closed
All the above
Both ends hinged
Both ends fixed
One end fixed and other end hinged
One end fixed and other end free
Less water
Fine aggregates
Rich mix
More water and coarse aggregates
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
0.37 fy
0.57 fy
0.67 fy
0.87 fy
Clay
Sand
Gravel
None of these
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
A rich mix of concrete possesses higher strength than that a lean mix of desired workability with excessive quantity of water
The strength of concrete decreases as the water cement ratio increases
Good compaction by mechanical vibrations, increases the strength of concrete
None of these
Vicat apparatus test
Slump test
Minimum void method
Talbot Richard test
0.15
0.12
0.30
1.00
Is always less than 1
Is always greater than 1
Can be more than 1
Can be less than 1
Smaller creep and shrinkage
Greater density and smaller permeability
Improved frost resistance
All the above
Dry
Earth moist
Semi-plastic
Plastic
Are provided where plane changes abruptly
Are provided to ensure minimum resistance
Do not carry reinforcement across them
All the above
2
4
6
8
± 5 % of average
± 10 % of average
± 15 % of average
± 20 % of average
More than or equal to one fourth of diameter of main bar
More than or equal to 5 mm
More than 5 mm but less than one-fourth of diameter of main bar
More than 5 mm and also more than one-fourth of diameter of main bar
An increase in water content must be accompanied by an increase in cement content
Angular and rough aggregates reduce the workability of the concrete
The slump of the concrete mix decreases due to an increase in temperature
All the above
Higher Vee-Bee time shows lower workability
Higher slump shows higher workability
Higher compacting factor shows higher workability
None of the above
l/3
l/5
l/7
l/10
Deflect downward
Deflect upward
Deflect downward or upward
None of the above
Chemically inert
Sufficiently strong
Hard and durable
All the above
Construction joints are necessarily planned for their locations
Expansion joints are provided to accommodate thermal expansion
Construction joints are provided to control shrinkage cracks
All the above