1 kg of water
7 kg of water
8 kg of water
9 kg of water
D. 9 kg of water
Th > Ts
Th < Ts
Th = Ts
None of these
12
14
16
32
Bending moment (i.e. M)
Bending moment² (i.e. M²)
Bending moment³ (i.e. M³)
Bending moment⁴ (i.e. M⁴)
Same
Lower
Higher
None of these
Plastic limit
Elastic limit
Yield point
Limit of proportionality
Increase key length
Increase key depth
Increase key width
Double all the dimensions
Pitch
Back pitch
Diagonal pitch
Diametric pitch
Two constant volume and two isentropic processes
Two constant volume and two isothermal processes
Two constant pressure and two isothermal processes
One constant volume, one constant pressure and two isentropic processes
Cut-off is increased
Cut-off is decreased
Cut-off is zero
Cut-off is constant
The liquid fuels consist of hydrocarbons.
The liquid fuels have higher calorific value than solid fuels.
The solid fuels have higher calorific value than liquid fuels.
A good fuel should have low ignition point.
Increases
Decreases
First increases and then decreases
First decreases and then increases
Greater than
Less than
Equal to
None of these
In tension
In compression
Neither in tension nor in compression
None of these
Maximum cycle temperature
Minimum cycle temperature
Pressure ratio
All of these
log (p1p2)/log (v1v2)
log (p2/ p1)/log (v1/ v2)
log (v1/ v2)/ log (p1/p2)
log [(p1v1)/(p2v2)]
cv/ cp =R
cp - cv = R
cv = R/ γ-1
Both (B) and (C)
Zero
Minimum
Maximum
Infinity
Gauge pressure = Absolute pressure + Atmospheric pressure
Absolute pressure = Gauge pressure + Atmospheric pressure
Absolute pressure = Gauge pressure - Atmospheric pressure
Atmospheric pressure = Absolute pressure + Gauge pressure
Total internal energy of a system during a process remains constant
Total energy of a system remains constant
Workdone by a system is equal to the heat transferred by the system
Internal energy, enthalpy and entropy during a process remain constant
Longitudinal stress to longitudinal strain
Volumetric stress to volumetric strain
Lateral stress to Lateral strain
Shear stress to shear strain
Yield point
Limit of proportionality
Breaking point
Elastic limit
Shear force changes sign
Bending moment changes sign
Shear force is maximum
Bending moment is maximum
3 to 6
5 to 8
15 to 20
20 to 30
Ends are firmly fixed
Column is supported on all sides throughout the length
Length is equal to radius of gyration
Length is twice the radius of gyration
Equal to
Directly proportional to
Inversely proportional to
None of these
Carnot
Ericsson
Stirling
None of the above
Tensile stress
Compressive stress
Shear stress
Strain
Chain riveting
Zigzag riveting
Diamond riveting
Crisscross riveting
M/I = σ/y = E/R
T/J = τ/R = Cθ/l
M/R = T/J = Cθ/l
T/l= τ/J = R/Cθ
(σx/2) + (1/2) × √(σx² + 4 τ²xy)
(σx/2) - (1/2) × √(σx² + 4 τ²xy)
(σx/2) + (1/2) × √(σx² - 4 τ²xy)
(1/2) × √(σx² + 4 τ²xy)