Maximum shear stress
No shear stress
Minimum shear stress
None of the above
B. No shear stress
Boyle
Charles
Joule
None of these
Its temperature will increase
Its volume will increase
Both temperature and volume will increase
Neither temperature not volume will increase
Reversible cycles
Irreversible cycles
Semi-reversible cycles
Adiabatic irreversible cycles
E = 3K.C/(3K + C)
E = 6K.C/(3K + C)
E = 9K.C/(3K + C)
E = 12K.C/(3K + C)
1.817
2512
4.187
None of these
Pressure
Volume
Temperature
Density
Volume
Temperature
Mass
Energy
e (1 - 2m)
e (1 - 2/m)
e (m - 2)
e (2/m - 1)
Same
More
Less
Unpredictable
Simply supported beam
Fixed beam
Overhanging beam
Cantilever beam
Long
Medium
Short
None of these
Equal to
Directly proportional to
Inversely proportional to
Independent of
p.t.σt
d.t.σc
π/4 × d² × σt
π/4 × d² × σc
Ru × T
1.5 Ru × T
2 Ru × T
3 Ru × T
The increase in entropy is obtained from a given quantity of heat at a low temperature.
The change in entropy may be regarded as a measure of the rate of the availability or unavailability of heat for transformation into work.
The entropy represents the maximum amount of work obtainable per degree drop in temperature.
All of the above
0.5 s.l.σt
s.l.σt
√2 s.l.σt
2.s.l.σt
Short column
Long column
Weak column
Medium column
65° to 220°C
220° to 345°C
345° to 470°C
470° to 550°C
Carbon and hydrogen
Oxygen and hydrogen
Sulphur and oxygen
Sulphur and hydrogen
Coal gas
Producer gas
Mond gas
Blast furnace gas
3 to 6
5 to 8
15 to 20
20 to 30
A horizontal line
A vertical line
An inclined line
A parabolic curve
First kind
Second kind
Third kind
None of these
30 kJ
54 kJ
84 kJ
114 kJ
Permanent
Temporary
Semi-permanent
None of these
It does not exist
It is more sensitive to changes in both metallurgical and mechanical conditions
It gives a more accurate picture of the ductility
It can be correlated with stress strain values in other tests like torsion, impact, combined stress tests etc.
l/δl
δl/l
l.δl
l + δl
1/8
1/4
1/2
2
Resilience
Proof resilience
Modulus of resilience
Toughness
Fixed at both ends
Fixed at one end and free at the other end
Supported on more than two supports
Extending beyond the supports