v1/v2
v2/v1
(v1 + v2)/v1
(v1 + v2)/v2
B. v2/v1
Strain energy
Resilience
Proof resilience
Modulus of resilience
12
14
16
32
Wood charcoal
Bituminous coal
Briquetted coal
None of these
Two isothermals and two isentropic
Two isentropic and two constant volumes
Two isentropic, one constant volume and one constant pressure
Two isentropic and two constant pressures
Otto cycle
Ericsson cycle
Joule cycle
Stirling cycle
0.4 radian
0.8 radian
1.6 radian
3.2 radian
Inversely proportional to strain
Directly proportional to strain
Square root of strain
Equal to strain
Heat and work crosses the boundary of the system, but the mass of the working substance does not crosses the boundary of the system
Mass of the working substance crosses the boundary of the system but the heat and work does not crosses the boundary of the system
Both the heat and work as well as mass of the working substance crosses the boundary of the system
Neither the heat and work nor the mass of the working substance crosses the boundary of the system
It is possible to transfer heat from a body at a lower temperature to a body at a higher temperature.
It is impossible to transfer heat from a body at a lower temperature to a body at a higher temperature, without the aid of an external source.
It is possible to transfer heat from a body at a lower temperature to a body at a higher temperature by using refrigeration cycle.
None of the above
Top layer
Bottom layer
Neutral axis
Every cross-section
Greater than
Less than
Equal to
None of these
Chain riveted joint
Diamond riveted joint
Crisscross riveted joint
Zigzag riveted joint
Heat
Work
Internal energy
Entropy
rγ - 1
1 - rγ - 1
1 - (1/r) γ/γ - 1
1 - (1/r) γ - 1/ γ
0
1
γ
∝
pv = mRT
pv = RTm
pvm = C
pv = (RT)m
Lap joint
Butt joint
Single riveted single cover butt joint
Double riveted double cover butt joint
Th > Ts
Th < Ts
Th = Ts
None of these
-100 MPa
250 MPa
300 MPa
400 MPa
The axis of load
An oblique plane
At right angles to the axis of specimen
Would not occur
Two isothermal and two isentropic
Two isentropic and two constant volumes
Two isentropic, one constant volume and one constant pressure
Two isentropic and two constant pressures
Equal to
Half
Double
Quadruple
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.
l/δl
δl/l
l.δl
l + δl
(T1/T2) - 1
1 - (T1/T2)
1 - (T2/T1)
1 + (T2/T1)
No stress
Shear stress
Tensile stress
Compressive stress
(m - 1)/ (2m - 1)
(2m - 1)/ (m - 1)
(m - 2)/ (3m - 4)
(m - 2)/ (5m - 4)
The stress is the pressure per unit area
The strain is expressed in mm
Hook's law holds good upto the breaking point
Stress is directly proportional to strain within elastic limit
Increase
Decrease
Remain unchanged
Increase/decrease depending on application
Boyle's law
Charles' law
Gay-Lussac law
Avogadro's law