Same
Half
Two times
Four times
C. Two times
65° to 220°C
220° to 345°C
345° to 470°C
470° to 550°C
Yield point stress
Breaking stress
Ultimate stress
Elastic limit
Zeroth
First
Second
Third
Steel only
Concrete only
Steel and concrete both
None of these
3 to 6
5 to 8
15 to 20
20 to 30
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
Energy stored in a body when strained within elastic limits
Energy stored in a body when strained up to the breaking of the specimen maximum strain
Energy which can be stored in a body
None of the above
Chain riveted joint
Diamond riveted joint
Crisscross riveted joint
Zigzag riveted joint
Maximum torque it can transmit
Number of cycles it undergoes before failure
Elastic limit up to which it resists torsion, shear and bending stresses
Torque required to produce a twist of one radian per unit length of shaft
mm/mm
kg/cm
Kg
kg/cm²
Same
Double
Half
One-fourth
Dual combustion cycle
Diesel cycle
Atkinson cycle
Rankine cycle
p.t.σt
d.t.σc
π/4 × d² × σt
π/4 × d² × σc
(Net work output)/(Workdone by the turbine)
(Net work output)/(Heat supplied)
(Actual temperature drop)/(Isentropic temperature drop)
(Isentropic increase in temperature)/(Actual increase in temperature)
(23/100) × Mass of excess carbon
(23/100) × Mass of excess oxygen
(100/23) × Mass of excess carbon
(100/23) × Mass of excess oxygen
In tension
In compression
Neither in tension nor in compression
None of these
Pulverised coal
Brown coal
Coking bituminous coal
Non-coking bituminous coal
(T1/T2) - 1
1 - (T1/T2)
1 - (T2/T1)
1 + (T2/T1)
Very low
Low
High
Very high
Unit mass
Modulus of rigidity
Bulk modulus
Modulus of Elasticity
A Joule cycle consists of two constant volume and two isentropic processes.
An Otto cycle consists of two constant volume and two isentropic processes.
An Ericsson cycle consists of two constant pressure and two isothermal processes.
All of the above
Young's modulus
Bulk modulus
Modulus of rigidity
Modulus of elasticity
Rankine
Stirling
Carnot
Brayton
Ultimate shear stress of the column
Factor of safety
Torque resisting capacity
Slenderness ratio
Enthalpy
Internal energy
Entropy
External energy
Q1 - 2 = dU + W1 - 2
Q1 - 2 = dU - W1 - 2
Q1 - 2 = dU/W1 - 2
Q1 - 2 = dU × W1 - 2
Steel
Copper
Aluminium
None of the above
Equal
Proportional to their respective moduli of elasticity
Inversely proportional to their moduli of elasticity
Average of the sum of moduli of elasticity
Not deform
Be safest
Stretch
Not stretch
Chain riveting
Zigzag riveting
Diamond riveting
Crisscross riveting