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
C. 3.0 m and 3.0 m
Water content and its temperature
Shape and size of the aggregates
Air entraining agents
All the above
Density
Strength
Durability
All the above
A horizontal line
A vertical line
N.W. inclined line
N.E. inclined line
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
Effective depth of slab from periphery of column/drop panel
d/2 from periphery of column/capital/ drop panel
At the drop panel of slab
At the periphery of column
Grading of aggregates
Surface area of aggregates
Shape of aggregates
All the above
150 × 150 × 500 mm
100 × 100 × 700 mm
150 × 150 × 700 mm
100 × 100 × 500 mm
Increases workability
Decreases workability
Decreases resistance to weathering
Increases strength
100 m
200 m
300 m
400 m
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
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
1/4
1/5
1/6
1/8
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
To reduce the tensile stresses likely to be developed due to evaporation of water
To minimise the change in the dimensions of the slab
To minimise the necessary cracking
All the above
Greatest surface area for the given cement and aggregates
Least surface area for the given cement and aggregates
Least weight for the given cement and aggregates
Greatest weight for the given cement and aggregates
Bleeding
Creeping
Segregation
Shrinkage
2 %
4 %
6 %
10 %
Thorough mixing of concrete is required
Proper compaction of concrete is required
Proper curing of concrete is required
All the above
Hydrates rapidly
Generates less heat of hydration
Hardens rapidly
Provides less ultimate strength to cement
Expands
Mix
Shrinks
None of these
With passage of time, the strength of cement increases
With passage of time, the strength of cement decreases
After a period of 24 months, the strength of cement reduces to 50%
The concrete made with storage deteriorated cement, gains strength with time
Elastic modulus of high tensile steel is nearly the same as that of mild steel
Elastic modulus of high tensile steel is more than that of mild steel
Carbon percentage in high carbon steel is less than that in mild steel
High tensile steel is cheaper than mild steel
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
0.207 l
0.25 l
0.293 l
0.333 l
Front face only
Inner face only
Both front face and inner face
None of the above
Gypsum
Calcium chloride
Sodium silicate
All of the above
Consistency
Compressive strength
Tensile strength
Impact value
Coarse aggregates
Fine aggregates
Neither (a) nor (b)
Both (a) and (b)
0.43 d
0.537 d
0.68 d
0.85 d Where d is effective depth of beam
Full capacity of the ware house
Pressure exertion of the bags of upper layers
Pressure compaction of the bags on lower layers
Packing the ware house