Pulverised coal
Brown coal
Coking bituminous coal
Non-coking bituminous coal
D. Non-coking bituminous coal
Chain riveted joint
Diamond riveted joint
Crisscross riveted joint
Zigzag riveted joint
Tensile in both the material
Tensile in steel and compressive in copper
Compressive in steel and tensile in copper
Compressive in both the materials
Lap joint
Butt joint
Single riveted single cover butt joint
Double riveted double cover butt joint
Inversely proportional to two times
Directly proportional to
Inversely proportional to
None of these
Its temperature will increase
Its pressure will increase
Both temperature and pressure will increase
Neither temperature nor pressure will increase
Same
More
Less
Unpredictable
Pressure and temperature
Temperature and volume
Heat and work
All of these
Breaking stress
Fracture stress
Yield point stress
Ultimate tensile stress
65° to 220°C
220° to 345°C
345° to 470°C
470° to 550°C
2
8
16
32
Kelvin
Joule
Clausis
Gay-Lussac
Carbon
Hydrogen and nitrogen
Sulphur and ash
All of these
Boyle's law
Charles' law
Gay-Lussac law
Avogadro's law
Equal
Proportional to their respective moduli of elasticity
Inversely proportional to their moduli of elasticity
Average of the sum of moduli of elasticity
Isothermal expansion
Isentropic expansion
Isothermal compression
Isentropic compression
Frequent heat treatment
Fatigue
Creep
Shock loading
Constant pressure cycle
Constant volume cycle
Constant temperature cycle
Constant temperature and pressure cycle
mR (T2 - T1)
mcv (T2 - T1)
mcp (T2 - T1)
mcp (T2 + T1)
1 kg of water
7 kg of water
8 kg of water
9 kg of water
Increases power output
Improves thermal efficiency
Reduces exhaust temperature
Do not damage turbine blades
Two constant pressure
Two constant volume
Two isentropic
One constant pressure, one constant volume
Carnot cycle
Stirling cycle
Otto cycle
Diesel cycle
More than 50 %
25-50 %
10-25 %
Negligible
Creeping
Yielding
Breaking
Plasticity
When molecular momentum of the system becomes zero
At sea level
At the temperature of - 273 K
At the centre of the earth
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
Boyle's law
Charle's law
Gay-Lussac law
Joule's law
Zeroth law of thermodynamics
First law of thermodynamics
Second law of thermodynamics
Kinetic theory of gases
Smaller end
Larger end
Middle
Anywhere
Reversible process
Irreversible process
Reversible or irreversible process
None of these