Coke
Wood charcoal
Bituminous coal
Briquetted coal
B. Wood charcoal
There is no change in temperature
There is no change in enthalpy
There is no change in internal energy
All of these
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
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
(p1 v1 - p2 v2)/(γ - 1)
[m R (T1 - T2)] /(γ - 1)
[m R T1/(γ - 1)][1 - (p2 v2 /p1 v1)]
All of these
The first row
The second row
The central row
One rivet hole of the end row
Tensile stress
Compressive stress
Shear stress
Thermal stress
Boyle's law
Charles' law
Gay-Lussac law
All of these
Isochoric process
Isobaric process
Hyperbolic process
All of these
(m - 1)/ (2m - 1)
(2m - 1)/ (m - 1)
(m - 2)/ (3m - 4)
(m - 2)/ (5m - 4)
πd²/4
πd²/16
πd3/16
πd3/32
0.5 s.l.σt
s.l.σt
√2 s.l.σt
2.s.l.σt
More than 50 %
25-50 %
10-25 %
Negligible
T.ω watts
2π. T.ω watts
2π. T.ω/75 watts
2π. T.ω/4500 watts
1
1.4
1.67
1.87
Inversely proportional to strain
Directly proportional to strain
Square root of strain
Equal to strain
Longitudinal stress to longitudinal strain
Volumetric stress to volumetric strain
Lateral stress to Lateral strain
Shear stress to shear strain
Equal
Proportional to their respective moduli of elasticity
Inversely proportional to their moduli of elasticity
Average of the sum of moduli of elasticity
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
Its own length
Twice its length
Half its length
1/√2 × its length
Cd⁴/D3n
Cd⁴/2D3n
Cd⁴/4D3n
Cd⁴/8D3n
Linear stress to lateral strain
Lateral strain to linear strain
Linear stress to linear strain
Shear stress to shear strain
Constant volume process
Adiabatic process
Constant pressure process
Isothermal process
Flow processes
Non-flow processes
Adiabatic processes
None of these
Principal stresses
Normal stresses on planes at 45°
Shear stresses on planes at 45°
Normal and shear stresses on a plane
Yield point
Limit of proportionality
Breaking point
Elastic limit
Shear force changes sign
Bending moment changes sign
Shear force is maximum
Bending moment is maximum
v1/v2
v2/v1
(v1 + v2)/v1
(v1 + v2)/v2
Equal to
One-half
Twice
Four times
The liquid fuels consist of hydrocarbons.
The liquid fuels have higher calorific value than solid fuels.
The solid fuels have higher calorific value than liquid fuels.
A good fuel should have low ignition point.
Wood
Coke
Anthracite coal
Pulverised coal