Are provided where plane changes abruptly
Are provided to ensure minimum resistance
Do not carry reinforcement across them
All the above
D. All the above
(i) and (ii)
(ii) and (iii)
Only (iii)
All (i), (ii) and (iii)
24 to 48 hours
3 days
7 days
14 days
Reduction in permeability
Loss of heat of hydration
Reduction in bleeding
All the above
Steel and concrete are same
Steel is lower than that for concrete
Steel is higher than that for concrete
None of the above
100 kg
110 kg
120 kg
130 kg
Porous
Non-homogeneous
Reduced strength
All the above
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
L-shaped wall
T-shaped wall
Counterfort type
All of 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
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
Density
Strength
Durability
All the above
Screeding
Floating
Trowelling
Finishing
The front face in one direction
The front face in both directions
The inner face in one direction
The inner face in both directions
Insufficient quantity of water makes the concrete mix harsh
Insufficient quantity of water makes the concrete unworkable
Excess quantity of water makes the concrete segregated
All the above
Extremely low
Very low
Low
High
Shales
Fly ash
Pumicite
All the above
Hydrates rapidly
Generates less heat of hydration
Hardens rapidly
Provides less ultimate strength to cement
2.0 to 3.5
3.5 to 5.0
5.0 to 7.0
6.0 to 8.5
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
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
Area of each aggregate pile should be large
Height of each aggregate pile should not exceed 1.50 m
Aggregate pile should be left for 24 hours before aggregates are used
All the above
Contraction joint
Expansion joint
Construction joint
Both (a) and (b)
Fineness test
Consistency test
Setting time test
Soundness test
Membrane method
Ponding method
Covering surface with bags
Sprinkling water method
Rapid rate during the first few days and afterwards it continues to increase at a decreased rate
Slow rate during the first few days and afterwards it continues to increase at a rapid rate
Uniform rate throughout its age
None of these
Decreases the workability
Increases the quantity of water and sand
More than 15% are not desirable
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
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
Grading
Curing
Mixing
Batching
30 %
40 %
50 %
60 %