Specific heat at constant volume
Specific heat at constant pressure
Kilo Joule
None of these
A. Specific heat at constant volume
πd²/4
πd²/16
πd3/16
πd3/32
In the vertical plane
In the horizontal plane
In the same plane in which the beam bends
At right angle to the plane in which the beam bends
Cracking
Carbonisation
Fractional distillation
Full distillation
Always in single shear
Always in double shear
Either in single shear or double shear
None of these
T.ω watts
2π. T.ω watts
2π. T.ω/75 watts
2π. T.ω/4500 watts
K₁ K₂
(K₁ + K₂)/ 2
(K₁ + K₂)/ K₁ K₂
K₁ K₂/ (K₁ + K₂)
The failure of column occurs due to buckling alone
The length of column is very large as compared to its cross-sectional dimensions
The column material obeys Hooke's law
All of the above
Mechanical and fluid friction
Unrestricted expansion
Heat transfer with a finite temperature difference
All of the above
Ultimate shear stress of the column
Factor of safety
Torque resisting capacity
Slenderness ratio
Specific heat at constant volume
Specific heat at constant pressure
Kilo Joule
None of these
Resilience
Proof resilience
Modulus of resilience
Toughness
Fluids in motion
Breaking point
Plastic deformation of solids
Rupture stress
It is made of thick sheets
The internal pressure is very high
The ratio of wall thickness of the vessel to its diameter is less than 1/10.
The ratio of wall thickness of the vessel to its diameter is greater than 1/10.
1 : 2
1 : 3
1 : 4
1 : 2.5
Area at the time of fracture
Original cross-sectional area
Average of (A) and (B)
Minimum area after fracture
0.5 s.l.σt
s.l.σt
√2 s.l.σt
2.s.l.σt
Remains constant
Decreases
Increases
None of these
12
14
16
32
Oxygen
Nitrogen
Hydrogen
Methane
Isothermally
Isentropically
Polytropically
None of these
Boyle's law
Charles' law
Gay-Lussac law
Avogadro's law
Molecular mass of the gas and the specific heat at constant volume
Atomic mass of the gas and the gas constant
Molecular mass of the gas and the gas constant
None of the above
3p/E × (2/m - 1)
3p/E × (2 - m)
3p/E × (1 - 2/m)
E/3p × (2/m - 1)
First kind
Second kind
Third kind
None of these
Young's modulus
Modulus of rigidity
Bulk modulus
Poisson's ratio
M/I = σ/y = E/R
T/J = τ/R = Cθ/l
M/R = T/J = Cθ/l
T/l= τ/J = R/Cθ
Elastic limit
Yield stress
Ultimate stress
Breaking stress
Malleability
Ductility
Plasticity
Elasticity
Increase in availability of energy
Increase in temperature
Decrease in pressure
Degradation of energy
65° to 220°C
220° to 345°C
345° to 470°C
470° to 550°C