WEEK SEVEN
STATICS – CONTINUATION
Definition of Moment of a Force
Principles of Moments
Application of the Principle in Solving Problems

 Definition
Moments of a Force: The moment of a force about a reference point is defined as the product of the force and the force arm. Moment of a force is a vector quantity and its units is Nm.

 The direction of movement or sense of movement about the point is duly considered.
The object can move in clockwise moment and ant-clockwise moments about the given point.

 Suppose we have an object acted upon by two forces, F1 and F2 in the opposite direction, then
M1 = F1 x di M2= F2 x d2
Where M1 = Magnitude of F1 M2 = Magnitude of F2
d1 = Force arm of d1 d2 = Force arm of d2

 PRINCIPLE OF MOMENTS
1.    When a system of coplanar forces is in equilibrium, then the sum of the clockwise moment is equal to the sum of the anti-clockwise moments about the same point in the plane.
2.    When the system is not in equilibrium, then the resultant of two coplanar forces F1 and F2 denote by R is represented by the relationship below:
M1 + M2 + MR

 Where M1 = Moment of F1 M2 = Moments of F2 MR = Moments of T.

 Centre of Gravity: The centre of gravity of a uniform plank or rod is the midpoint of the plant or rod

 
 
 Examples
1. A uniform rod PQ is 15m long and has mass 20kg. The rod rests on two supports at P and Q. An object of mass 5kg is suspended at a point R on the rod 5m from the end P. Calculate the reaction of the supports P and Q (take g = 10ms-2)
Solution
    Kpkq

    7.5m    
     5m
P Q
    
     
  5kg 20kg
Let the reaction at P be Kp and at Q beKq
NB: The weight of the rod acts downward through the midpoint of the rod.

 Moments about the point P, MR = M1 + M2
But M1 = F1 x d1 and F = Mg.
Kq x 15 = (5 x 10 ) x 5 + ( 20 x 10 ) x 7.5
15kq = 50 x 5 + 200 x 7.5
Kq = 250 + 1500
15.
Kq = 116. 7N.
Moment about the point Q,
Kp x 15 = ( 5 x 10 ) x 10 + (20 x 10 ) x 7.5.
15Kp = 500 + 1500
Kp = 2000
15.
Kp = 133.3N

  1. A uniform beam AB of length 6m and mass 20kg rests on support P and Q placed 1m from each end of the beam. Masses of 10kg and 8kg are placed at A and B respectively. Calculate the reactions at P and Q (g = 9.8ms-2)

 Solution
8kg
10kg
        

        
20kg

 Let reaction at point P be Rp and at point Q be Rq.
:. Moment about the point Q
Rp x 4 = ( 10 x 9.8) x 5 + (20 x 9.8 ) x 2 – ( 8 x 9.8 x 1 )
4Rp = 490 + 392 – 78.4
Rp = 803.6
4. Rp = 200.9N

 Moment about the point P:
Rq x 4 = ( 8 x 9.8 ) x 5 + (20 x 9.8 ) x 2 – ( 10 x 9.8) x 1
4Rq = 392 + 392 – 98
Rq = 689
4
Rq = 171.5N

 EVALUATION
A uniform rod PQ, is 20 m long and weighs 80N, has weights 20 N and 50N suspended at P and Q respectively. Find the distance from P where the rod must be supported so that it will rest horizontally.

 GENERAL EVALUATION
A uniform rod PQ of length 10 m and mass 2kg rest on two supports at x and y. If PX = 2m and QY = 1m, find the reaction of X. (Take g = 10ms-2)
WEEKEND ASSIGNMENT
A uniform beam PQ of length 100cm and of weight 35N lies on a support 40cm from the end P. Weights 54N and W are attached to the ends P and Q respectively to keep the beam in equilibrium. Find the value of W, to the nearest whole number.

 READING ASIGNMENT:
Read Rotational Equilibrium and Principle of Moments. Page 178-185 of Further Mathematics Project III.

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