Before point A
Beyond point A
Between points A and D
Between points D and E
B. Beyond point A
Carbon
Hydrogen and nitrogen
Sulphur and ash
All of these
Chain riveted joint
Diamond riveted joint
Crisscross riveted joint
Zigzag riveted joint
(11/3) CO2 + (3/7) CO
(3/7) CO2 + (11/3) CO
(7/3) CO2 + (3/11) CO
(3/11) CO2 + (7/3) CO
Two constant pressure
Two constant volume
Two isentropic
One constant pressure, one constant volume
From maximum at the centre to zero at the circumference
From zero at the centre to maximum at the circumference
From maximum at the centre to minimum at the circumference
From minimum at the centre to maximum at the circumference
Isothermal expansion
Isentropic expansion
Isothermal compression
Isentropic compression
In the middle
At the tip below the load
At the support
Anywhere
In the vertical plane
In the horizontal plane
In the same plane in which the beam bends
At right angle to the plane in which the beam bends
One-half
One-third
Two-third
Three-fourth
Joule (J)
Joule metre (Jm)
Watt (W)
Joule/metre (J/m)
δl = 4PE/ πl²
δl = 4πld²/PE
δl = 4Pl/πEd₁d₂
δl = 4PlE/ πd₁d₂
(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)
(p - 2d) t × σc
(p - d) t × τ
(p - d) t × σt
(2p - d) t × σt
wl/4
wl/2
wl
wl²/2
Carnot
Stirling
Ericsson
None of the above
Zeroth law of thermodynamics
First law of thermodynamics
Second law of thermodynamics
Kinetic theory of gases
Boyle
Charles
Joule
None of these
Equal to
Directly proportional to
Inversely proportional to
None of these
Resilience
Proof resilience
Modulus of resilience
Toughness
Law of equipartition of energy
Law of conservation of energy
Law of degradation of energy
None of these
Its temperature will increase
Its volume will increase
Both temperature and volume will increase
Neither temperature not volume will increase
Zero
Minimum
Maximum
Positive
Resilience
Proof resilience
Modulus of resilience
Toughness
1 : 2
1 : 3
1 : 4
1 : 2.5
(23/100) × Mass of excess carbon
(23/100) × Mass of excess oxygen
(100/23) × Mass of excess carbon
(100/23) × Mass of excess oxygen
0°
30°
45°
90°
Becomes constant
Starts decreasing
Increases without any increase in load
None of the above
Tension in the masonry of the dam and its base
Overturning of the dam
Crushing of masonry at the base of the dam
Any one of the above
Steel
Copper
Aluminium
None of the above
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