Curved surface
Convex surface
Horizontal surface
None of these
C. Horizontal surface
n
n²
2n
2n - 1
W sinθ
W cosθ
W tanθ
W cotθ
πN/60
πN/180
2πN/60
2πN/180
tanθ = ΣH/ΣV
tanθ = ΣV/ΣH
tanθ = ΣV × ΣH
tanθ = √(ΣV + ΣH)
Two times
Same
Half
None of these
Downward at its upper end
Upward at its upper end
Zero at its upper end
Perpendicular to the wall at its upper end
Along the plane
Horizontally
Vertically
At an angle equal to the angle of friction to the inclined plane
Potential energy
Kinetic energy
Electrical energy
Chemical energy
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
P/2
2P
√2 × P
P/√2
Magnitude
Direction
Point of application
All of the above
Zero
Minimum
Maximum
None of these
Three forces acting at a point will be in equilibrium
Three forces acting at a point can be represented by a triangle, each side being proportional to force
If three forces acting upon a particle are represented in magnitude and direction by the sides of a triangle, taken in order, they will be in equilibrium
If three forces acting at a point are in equilibrium, each force is proportional to the sine of the angle between the other two
One point
One plane
Different planes
Perpendicular planes
g/2
g
√2.g
2g
Balance each other
Cannot balance each other
Produce moment of a couple
Are equivalent
Impulsive force
Mass
Weight
Momentum
Mass
Volume
Density
Acceleration
Momentum and impulse
Torque and energy
Torque and work
Moment of a force and angular momentum.
tan(α + φ)/tanα
tanα/tan (α + φ)
tan(α - φ)/tanα
None of these
W between P and F
F between W and P
P between W and F
W, P and F all on one side
v
v/2
v/4
v/8
Reversible
Non-reversible
Ideal
None of these
Is the turning effect produced by a force, on the body, on which it acts
Is equal to the product of force acting on the body and the perpendicular distance of a point and the line of action of the force
Is equal to twice the area of the triangle, whose base is the line representing the force and whose vertex is the point, about which the moment is taken
All of the above
Angle of friction
Angle of repose
Angle of banking
None of these
Nature of surfaces
Area of contact
Shape of the surfaces
All of the above
Change its motion
Balance the forces, already acting on it
Give rise to the internal stresses in it
All of these
R = u² cos2α/g
R = u² sin2α/g
R = u² cosα/g
R = u² sinα/g
Reducing the problem of kinetics to equivalent statics problem
Determining stresses in the truss
Stability of floating bodies
Designing safe structures
15 N and 5 N
20 N and 5 N
15 N and 15 N
None of these