Same
Lower
Higher
None of these
C. Higher
Same torque
Less torque
More torque
Unpredictable
8/3
11/3
11/7
7/3
Maximum calculated value
Minimum calculated value
Mean value
Extreme value
Tensile strain increases more quickly
Tensile strain decreases more quickly
Tensile strain increases in proportion to the stress
Tensile strain decreases in proportion to the stress
Absolute pressure = Gauge pressure + Atmospheric pressure
Gauge pressure = Absolute pressure + Atmospheric pressure
Atmospheric pressure = Absolute pressure + Gauge pressure
Absolute pressure = Gauge pressure - Atmospheric pressure
800 K
1000 K
1200 K
1400 K
Pressure exerted by the gas
Volume occupied by the gas
Temperature of the gas
All of these
1 g
10 g
100 g
1000 g
Maximum at periphery and zero at center
Maximum at center
Uniform throughout
None of the above
Equal to
Half
Double
Quadruple
1.013 bar
760 mm of Hg
1013 × 102 N/m2
All of these
K₁ K₂
(K₁ + K₂)/ 2
(K₁ + K₂)/ K₁ K₂
K₁ K₂/ (K₁ + K₂)
Partial combustion of coal, coke, anthracite coal or charcoal in a mixed air steam blast
Carbonisation of bituminous coal
Passing steam over incandescent coke
Passing air and a large amount of steam over waste coal at about 650°C
2
4
8
16
Two constant pressure
Two constant volume
Two isentropic
One constant pressure, one constant volume
Petrol engine
Diesel engine
Reversible engine
Irreversible engine
Constant volume
Constant temperature
Constant pressure
None of these
Its temperature will increase
Its pressure will increase
Both temperature and pressure will increase
Neither temperature nor pressure will increase
It does not exist
It is more sensitive to changes in both metallurgical and mechanical conditions
It gives a more accurate picture of the ductility
It can be correlated with stress strain values in other tests like torsion, impact, combined stress tests etc.
4 tonnes/ cm²
8 tonnes/ cm²
16 tonnes/ cm²
22 tonnes/ cm²
Principal stresses
Normal stresses on planes at 45°
Shear stresses on planes at 45°
Normal and shear stresses on a plane
30 MN/m²
50 MN/m²
100 MN/m²
200 MN/m²
Young's modulus
Bulk modulus
Modulus of rigidity
Poisson's ratio
Plasticity
Ductility
Elasticity
Malleability
0.4 radian
0.8 radian
1.6 radian
3.2 radian
The product of the gas constant and the molecular mass of an ideal gas is constant
The sum of partial pressure of the mixture of two gases is sum of the two
Equal volumes of all gases, at the same temperature and pressure, contain equal number of molecules
All of the above
Linear stress to lateral strain
Lateral strain to linear strain
Linear stress to linear strain
Shear stress to shear strain
Energy stored in a body when strained within elastic limits
Energy stored in a body when strained up to the breaking of a specimen
Maximum strain energy which can be stored in a body
Proof resilience per unit volume of a material
Slenderness ratio and area of cross-section
Poisson's ratio and modulus of elasticity
Slenderness ratio and modulus of elasticity
Slenderness ratio, area of cross-section and modulus of elasticity
Shear force changes sign
Bending moment changes sign
Shear force is maximum
Bending moment is maximum