100 mm
150 mm
200 mm
250 mm
B. 150 mm
M 100
M 150
M 200
M 250
Upper part of the beam
Lower part of the beam
Center
Anywhere
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
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
Gypsum
Calcium chloride
Sodium silicate
All of the above
Coarse aggregates
Fine aggregates
Neither (a) nor (b)
Both (a) and (b)
Density
Strength
Durability
All the above
Tensile strength test
Slump test
Compaction factor test
Flexural strength test
Are provided where plane changes abruptly
Are provided to ensure minimum resistance
Do not carry reinforcement across them
All the above
Roads
Retaining walls
Lining of canals
All the above
Thin particles
Flat particles
Elongated particles
All the above
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
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Alumina
Iron oxide
Silica
Alkalis
5 %
10 %
15 %
20 %
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
Affects only the early development of strength
Affects only the ultimate strength
Both (A) and (B)
Does not affect the strength
10 to 15% more
15 to 20% more
20 to 25% more
25 to 50% more
50 mm
75 mm
100 mm
120 mm
More than or equal to one fourth of diameter of main bar
More than or equal to 5 mm
More than 5 mm but less than one-fourth of diameter of main bar
More than 5 mm and also more than one-fourth of diameter of main bar
Equal to the mean size
Twice the mean size
Thrice the mean size
Four times the mean size
Workability
Strength
The effects of temperature variations
The unit weight
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
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
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
Increasing the depth of beam
Using thinner bars but more in number
Using thicker bars but less in number
Providing vertical stirrups
Dry
Earth moist
Semi-plastic
Plastic
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
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
Aggregates should be hard and durable
Water should be free from organic materials
Cement should be sufficient to produce the required strength
All the above