Increases workability
Decreases workability
Decreases resistance to weathering
Increases strength
A. Increases workability
Very low
Low
Medium
High
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Porous
Non-homogeneous
Reduced strength
All the above
Thin particles
Flat particles
Elongated particles
All the above
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
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
Less water
Fine aggregates
Rich mix
More water and coarse aggregates
Less
More
Equal
None of the above
The maximum size of a coarse aggregate, is 75 mm and minimum 4.75 mm
The maximum size of the fine aggregate, is 4.75 mm and minimum 0.075 mm
The material having particles of size varying from 0.06 mm to 0.002 mm, is known as silt
All the above
Water enables chemical reaction to take place with cement
Water lubricates the mixture of gravel, sand and cement
Strength of concrete structure largely depends upon its workability
All the above
Has a definite yield point
Does not show definite yield point but yield point is defined by 0.1% proof stress
Does not show definite yield point but yield point is defined by 0.2% proof stress
Does not show definite yield point but yield point is defined by 2% proof stress,
Consistency
Compressive strength
Tensile strength
Impact value
Nala beds
River beds
Sea beds
None of these
Bending moment is small
Shear force is small
The member is supported by other member
All the above
20 mm to 30 mm
30 mm to 40 mm
40 mm to 50 mm
50 mm to 60 mm
Is maximum at neutral axis
Decreases below the neutral axis and increases above the neutral axis
Increases below the neutral axis and decreases above the neutral axis
Remains same
Hydrates rapidly
Generates less heat of hydration
Hardens rapidly
Provides less ultimate strength to cement
10 kg
12 kg
14 kg
16 kg
Less than 12
Less than 18
Between 18 and 24
More than 24
The front face in one direction
The front face in both directions
The inner face in one direction
The inner face in both directions
1500 bags
2000 bags
2500 bags
3000 bags
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
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
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
100 cm
125 cm
150 cm
200 cm
A highly absorptive aggregate reduces the workability of concrete considerably
The specific gravity of aggregate is important for the determination of the moisture content
The absorption and porosity of an aggregate influence the property of the concrete
All the above
Directly proportional to compressive strength
Inversely proportional to compressive strength
Directly proportional to square root of compressive strength
Inversely proportional to square root of compressive strength
Clay
Sand
Lime
Concrete
2/3 mean dimension
3/4 mean dimension
3/5 mean dimension
5/8 mean dimension
Plain hot rolled wires
Cold drawn wires
Heat treated rolled wires
All have same tensile strength