If a system of coplanar forces is in equilibrium, then their algebraic sum is zero
If a system of coplanar forces is in equilibrium, then the algebraic sum of their moments about any point in their plane is zero
The algebraic sum of the moments of any two forces about any point is equal to moment of the resultant about the same point
Positive and negative couples can be balanced
B. If a system of coplanar forces is in equilibrium, then the algebraic sum of their moments about any point in their plane is zero
mr2/2
mr2/4
mr2/6
mr2/8
The same as centre of gravity
The point of suspension
The point of application of the resultant of all the forces tending to cause a body to rotate about a certain axis
None of the above
50
100
200
400
Along the plane
Horizontally
Vertically
At an angle equal to the angle of friction to the inclined plane
Equal to
Less than
Greater than
None of these
Same
Double
Half
Four times
W sinθ
W cosθ
W tanθ
W cotθ
30°
45°
60°
90°
Tangent of angle between normal reaction and the resultant of normal reaction and the limiting friction
Ratio of limiting friction and normal reaction
The friction force acting when the body is just about to move
The friction force acting when the body is in motion
50 mm
75 mm
87.5 mm
125 mm
Translatory
Rotary
Circular
Translatory as well as rotary
Lie on the same line
Meet at one point
Meet on the same plane
None of these
Same at every point on its line of action
Different at different points on its line of action
Minimum, if it acts at the centre of gravity of the body
Maximum, if it acts at the centre of gravity of the body
kW (kilowatt)
hp (horse power)
kcal/sec
kcal/kg sec
W/√3 (compression)
W/√3 (tension)
2W/√3 (compression)
2W/√3 (tension)
(2/3) Ml2
(1/3) Ml2
(3/4) Ml2
(1/12) Ml2
ω.y
ω2.y
ω2/y
ω3.y
Ellipse
Hyperbola
Parabola
Circle
Energy
Mass
Momentum
Angle
Nature of surfaces
Area of contact
Shape of the surfaces
All of the above
Angle of friction
Angle of repose
Angle of projection
None of these
Change its motion
Balance the forces, already acting on it
Give rise to the internal stresses in it
All of these
Equal to
Less than
Greater than
None of these
√(P² + Q² + 2PQ sinθ)
√(P² + Q² + 2PQ cosθ)
√(P² + Q² - 2PQ cosθ)
√(P² + Q² - 2PQ tanθ)
mr2/2
mr2/4
mr2/6
mr2/8
Halved
Doubled
Quadrupled
None of these
Mass
Volume
Density
Acceleration
0.1 N-m
1 N-m
10 N-m
100 N-m
Elastic
Inelastic
Solid
None of these
3mr2/5
3mr2/10
2mr2/5
4mr2/5