Bending moment is small
Shear force is small
The member is supported by other member
All the above
D. All the above
100 mm
150 mm
200 mm
250 mm
Increases
Decreases
Fluctuates
Remains constant
Finer grinding
Burning at high temperature
Increased lime cement
Higher content of tricalcium
Chemically inert
Sufficiently strong
Hard and durable
All the above
0.15
0.12
0.30
1.00
Cement and standard sand mortar are used in the ratio of 1 : 3
Water is added at the rate of (P/4) + 3.0 percentage of water where P is the percentage of water for standard consistency
A cube mould of 10 cm × 10 cm × 10 cm is used
The prepared moulds are kept in a atmosphere of 50% relative humidity
Thorough mixing of concrete is required
Proper compaction of concrete is required
Proper curing of concrete is required
All the above
50 mm
100 mm
150 mm
200 mm
Nala beds
River beds
Sea beds
None of these
Is proportional to water content is the mix
Is proportional to cement concrete
Increases with age of concrete
All the above
25 %
40 %
60 %
80 %
Soffit level
Window sill level
Floor level
All the above
Volume stability
Strength
Water resistance
All the above
4 mm
6 mm
8 mm
10 mm
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
Increasing the depth of beam
Using thinner bars but more in number
Using thicker bars but less in number
Providing vertical stirrups
10 %
12 %
15 %
25 %
30 %
40 %
50 %
60 %
0.37 fy
0.57 fy
0.67 fy
0.87 fy
15,900 litres
16,900 litres
17,900 litres
18,900 litres
Less liable to segregation
More liable to segregation
More liable to bleeding
More liable for surface scaling in frosty weather
Increased by 10% for bars in compression
Increased by 25% for bars in compression
Decreased by 10% for bars in compression
Decreased by 25% for bars in compression
2/3 mean dimension
3/4 mean dimension
3/5 mean dimension
5/8 mean dimension
M 100
M 150
M 200
M 250
15 mm
25 mm
30 mm
40 mm
Higher compressive strength of concrete
Lower compressive strength of concrete
Higher tensile strength of steel
Lower tensile strength of steel
Higher workability indicates unexpected increase in the moisture content
Higher workability indicates deficiency of sand
If the concrete mix is dry, the slump is zero
All the above
10 kg
20 kg
30 kg
50 kg
1/4
1/5
1/6
1/8
Forces of tension and compression change but lever arm remains unchanged
Forces of tension and compressions remain unchanged but lever arm changes with the moment
Both forces of tension and compression as well as lever arm change
Both forces of tension and compression as well as lever arm remain unchanged