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
D. All the above
5 %
10 %
15 %
20 %
Wholly parabolic
Wholly rectangular
Parabolic above neutral axis and rectangular below neutral axis
Rectangular above neutral axis and parabolic below neutral axis
Flexural tensile strength
Direct tensile strength
Compressive strength
Split tensile strength
Alumina
Iron oxide
Silica
Alkalis
10 cm
15 cm
20 cm
25 cm
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
30 %
40 %
50 %
60 %
Very low
Low
Medium
High
Where B.M. and S.F. are small
Where the member is supported by other member
At 18 m apart in huge structures
All the above
Extremely low
Very low
Low
High
35 MPa and 42 MPa
42 MPa and 35 MPa
42 MPa and 53 MPa
53 MPa and 42 MPa
Increases workability
Decreases workability
Decreases resistance to weathering
Increases strength
Steel and concrete are same
Steel is lower than that for concrete
Steel is higher than that for concrete
None of the above
Increases the strength of concrete
Decreases the strength of concrete
Has no effect on the strength of concrete
None of these
0.37 fy
0.57 fy
0.67 fy
0.87 fy
2
4
6
8
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
100 cm
125 cm
150 cm
200 cm
Contraction joint
Expansion joint
Construction joint
Both (a) and (b)
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
Ferrous sulphate
Potassium chloride
Ammonia
Nitric acid
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
Aggregate cement ratio
Time of transit
Grading of the aggregate
All of above
Consistency
Compressive strength
Tensile strength
Impact value
Reacts fast with water
Generates less heat of hydration
Causes initial setting and early strength of cement
Does not contribute to develop ultimate strength
50 mm
75 mm
100 mm
120 mm
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
20 times
25 times
30 times
50 times
The weight of ingredients of concrete mix, is taken in kilograms
Water and aggregates are measured in litres
20 bags of cement make one tonne
All the above
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load