Brown coal
Peat
Coking bituminous coal
Non-coking bituminous coal
D. Non-coking bituminous coal
Maximum at periphery and zero at center
Maximum at center
Uniform throughout
None of the above
It is used as the alternate standard of comparison of all heat engines.
All the heat engines are based on Carnot cycle.
It provides concept of maximising work output between the two temperature limits.
All of the above
Very low
Low
High
Very high
Chain riveting
Zigzag riveting
Diamond riveting
Crisscross riveting
Considerably greater than that necessary to continue it
Considerably lesser than that necessary to continue it
Greater than that necessary to stop it
Lesser than that necessary to stop it
(m - 1)/ (2m - 1)
(2m - 1)/ (m - 1)
(m - 2)/ (3m - 4)
(m - 2)/ (5m - 4)
More
Less
Equal
Depends on other factors
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
Greater than
Less than
Equal to
None of these
When molecular momentum of the system becomes zero
At sea level
At the temperature of - 273 K
At the centre of the earth
Reversible cycles
Irreversible cycles
Semi-reversible cycles
Quasi-static cycles
Equal to
Less than
Greater than
None of these
Conservation of heat
Conservation of momentum
Conservation of mass
Conservation of energy
The shaft 'B' has the greater diameter
The shaft 'A' has the greater diameter
Both are of same diameter
None of these
Soft coal
Hard coal
Pulverised coal
Bituminous coal
Same
Lower
Higher
None of these
Isothermal process
Hyperbolic process
Adiabatic process
Polytropic process
Its own length
Twice its length
Half its length
1/√2 × its length
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
0
1
γ
∝
Strain energy
Resilience
Proof resilience
Modulus of resilience
Inversely proportional to strain
Directly proportional to strain
Square root of strain
Equal to strain
1
0
-1
10
Tensile
Compressive
Shear
Zero
pv = C
pv = m R T
pvn = C
pvγ = C
Increases
Decreases
First increases and then decreases
First decreases and then increases
300° to 500°C
500° to 700°C
700° to 900°C
900° to 1100°C
Malleability
Ductility
Plasticity
Elasticity
11/3 kg of carbon dioxide gas
7/3 kg of carbon monoxide gas
11/7 kg of carbon dioxide gas
8/3 kg of carbon monoxide gas
Equal to
Less than
More than
None of these