Carnot cycle
Stirling cycle
Otto cycle
None of these
D. None of these
Specific heat at constant volume
Specific heat at constant pressure
kilo-Joule
None of these
Zeroth law of thermodynamics
First law of thermodynamics
Second law of thermodynamics
Kinetic theory of gases
Equal to one
Less than one
Greater than one
None of these
Heat
Work
Internal energy
Entropy
Mild steel
Cast iron
Concrete
Bone of these
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
Wood charcoal
Bituminous coal
Briquetted coal
None of these
Bending moment (i.e. M)
Bending moment² (i.e. M²)
Bending moment³ (i.e. M³)
Bending moment⁴ (i.e. M⁴)
Conservation of work
Conservation of heat
Conversion of heat into work
Conversion of work into heat
Isothermal process
Adiabatic process
Hyperbolic process
Polytropic process
0.086
1.086
1.086
4.086
Dual combustion cycle
Diesel cycle
Atkinson cycle
Rankine cycle
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
Sum of two principal stresses
Difference of two principal stresses
Half the sum of two principal stresses
Half the difference of two principal stresses
Cd⁴/D3n
Cd⁴/2D3n
Cd⁴/4D3n
Cd⁴/8D3n
Peat
Lignite
Bituminous coal
Anthracite coal
Thermodynamic system
Thermodynamic cycle
Thermodynamic process
Thermodynamic law
Gauge pressure = Absolute pressure + Atmospheric pressure
Absolute pressure = Gauge pressure + Atmospheric pressure
Absolute pressure = Gauge pressure - Atmospheric pressure
Atmospheric pressure = Absolute pressure + Gauge pressure
0.5 s.l.σt
s.l.σt
√2 s.l.σt
2.s.l.σt
0.224 litres
2.24 litres
22.4 litres
224 litres
From maximum at the centre to zero at the circumference
From zero at the centre to maximum at the circumference
From maximum at the centre to minimum at the circumference
From minimum at the centre to maximum at the circumference
50 %
25 %
20 %
30 %
Joule (J)
Joule metre (Jm)
Watt (W)
Joule/metre (J/m)
3 to 6
5 to 8
15 to 20
20 to 30
Q1 - 2 = dU + W1 - 2
Q1 - 2 = dU - W1 - 2
Q1 - 2 = dU/W1 - 2
Q1 - 2 = dU × W1 - 2
Ideal materials
Uniform materials
Isotropic materials
Piratical materials
Equal to
Directly proportional to
Inversely proportional to
Independent of
Young's modulus
Bulk modulus
Modulus of rigidity
Modulus of elasticity
Combustion is at constant volume
Expansion and compression are isentropic
Maximum temperature is higher
Heat rejection is lower
Acts at a point on a beam
Spreads non-uniformly over the whole length of a beam
Spreads uniformly over the whole length of a beam
Varies uniformly over the whole length of a beam