The stress is the pressure per unit area
The strain is expressed in mm
Hook's law holds good upto the breaking point
Stress is directly proportional to strain within elastic limit
D. Stress is directly proportional to strain within elastic limit
Same
Double
Half
One-fourth
One
Two
Three
Four
Q1 - 2 = dU + W1 - 2
Q1 - 2 = dU - W1 - 2
Q1 - 2 = dU/W1 - 2
Q1 - 2 = dU × W1 - 2
3 to 6
5 to 8
15 to 20
20 to 30
Zeroth
First
Second
Third
Greater than
Less than
Equal to
None of these
Less than
Equal to
More than
None of these
1
1.4
1.67
1.87
Boyle's law
Charles' law
Gay-Lussac law
Avogadro's law
Otto cycle is more efficient than Diesel cycle
Diesel cycle is more efficient than Otto cycle
Efficiency depends on other factors
Both Otto and Diesel cycles are equally efficient
Area at the time of fracture
Original cross-sectional area
Average of (A) and (B)
Minimum area after fracture
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
Straight line
Parabolic
Elliptical
Cubic
3 to 6
5 to 8
15 to 20
20 to 30
Permanent
Temporary
Semi-permanent
None of these
50 %
25 %
20 %
30 %
Constant volume
Constant temperature
Constant pressure
None of these
Yield point
Limit of proportionality
Breaking point
Elastic limit
Energy stored in a body when strained within elastic limits
Energy stored in a body when strained up to the breaking of a specimen
Maximum strain energy which can be stored in a body
Proof resilience per unit volume of a material
Hookes law
Yield point
Plastic flow
Proof stress
1.817
2512
4.187
None of these
cv/ cp =R
cp - cv = R
cv = R/ γ-1
Both (B) and (C)
Load/original cross-sectional area and change in length/original length
Load/ instantaneous cross-sectional area and loge (original area/ instantaneous area)
Load/ instantaneous cross-sectional area and change in length/ original length
Load/ instantaneous area and instantaneous area/original area
30 kJ
54 kJ
84 kJ
114 kJ
Carnot cycle
Stirling cycle
Otto cycle
None of these
pv = mRT
pv = RTm
pvm = C
pv = (RT)m
Absolute pressure = Gauge pressure + Atmospheric pressure
Gauge pressure = Absolute pressure + Atmospheric pressure
Atmospheric pressure = Absolute pressure + Gauge pressure
Absolute pressure = Gauge pressure - Atmospheric pressure
When molecular momentum of the system becomes zero
At sea level
At the temperature of - 273 K
At the centre of the earth
Remains constant
Decreases
Increases
None of these
Same
Twice
Four times
Eight times