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Statics

The document covers the fundamentals of statics in engineering science, focusing on scalar and vector quantities, force systems, and conditions of equilibrium. It includes methods for vector addition and subtraction, the principle of moments, and applications of forces on rigid bodies. Additionally, it provides examples and class activities to reinforce understanding of these concepts.

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0% found this document useful (0 votes)
9 views35 pages

Statics

The document covers the fundamentals of statics in engineering science, focusing on scalar and vector quantities, force systems, and conditions of equilibrium. It includes methods for vector addition and subtraction, the principle of moments, and applications of forces on rigid bodies. Additionally, it provides examples and class activities to reinforce understanding of these concepts.

Uploaded by

kamchiuchan68
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as PDF, TXT or read online on Scribd
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Engineering Science A

靜力學
 Topic : Statics
 (a) Scalar and vector quantities, graphical method of
vector , calculations. Force system on rigid
bodies, triangle and polygon of forces
 (b) Mass and force
 (c) Lever, moment, principle of moments
 (d) Conditions of equilibrium

© VTC 2012 p.1


標量 向量
Scalars and Vectors

大小
 A scalar quantity is defined by magnitude only.
 E.g. speed, no of students, time
 A vector quantity is defined by magnitude and
direction.
 E.g. force, velocity, acceleration.

© VTC 2012 p.2


Scalars and Vectors
重量
質量
 Mass (symbol: m)  Weight (symbol: W)
 a vector
 a scalar
 a force
 has magnitude only
 has a magnitude of W=mg
 unit: kg
where g is the
gravitational acceleration,
 has a direction towards
the centre of earth
 unit: N or kgm/s2

© VTC 2012 p.3



Force

 A force is a vector. It has magnitude and direction. Its


effects: changes a body’s motion and deforms the
變形
body.
 A frame of reference must be applied when a force is
drawn. 10 N Line of action

Negative Positive

© VTC 2012 p.4


 Some examples of forces are involved in our
daily life:

 Change motion - pushing a door

 deform - pulling a rubber band

© VTC 2012 p.5


Vector Sum (2 forces)
平行四邊形
Parallelogram Law

 Sum of two vectors (Parallelogram Law)

a a+b

b
© VTC 2012 p.6
Vector difference (2 forces)
 Addition of a negative vector (Parallelogram Law) b

-b

a a
a-b

-b
© VTC 2012 p.7
Triangle of Forces Method
Vector sums and differences
 Start with any force (from the arrow end to a arrow
head)
 Addition of another force
 start from the arrow head of the first force, draw the
second force
 Subtraction of another force
 start from the arrow head of the first force, reverse &
draw the second force

© VTC 2012 p.8


Triangle of Forces Method

The vector R is then drawn to close the triangle and


its vector direction is from F1 (arrow end) to F2
(arrow head).
Figure 5 shows F1 drawn first and Figure 6
shows F2 drawn first.

© VTC 2012 p.9


Vector sums (> 2 forces)

 Start with any force (from the arrow end to a arrow


head)
 Addition of another force
 start from the arrow head of the first force, draw the
second force Resultant 合力

© VTC 2012 p.10


Vector differences (>2 forces)
 Start with any force (from the arrow end to a arrow
head)
 Subtraction of another force
 start from the arrow head of the first force, draw the
second force

合力
Resultant

© VTC 2012 p.11


代數的
Algebraic Method
The vectors can be added algebraically by first
resolving the forces into their rectangular
components in the x and y directions, adding the
components and then converting back into polar
coordinates.

Solution:
R x  F1,x  F2,x  F1 cos 1  F2 cos  2

Ry  F1, y  F2, y   F1 sin1  F2 sin 2

R  Rx  Ry
2 2

 Ry 
  tan 1  
 Rx 

© VTC 2012 p.12


Example 1

Fy
600N

35 Fx

Calculate the components in rectangular coordinates of the 600 N force.

Solution

Fx  600.cos 35  491 N Fy  600.sin 35  344 N

© VTC 2012 p.13


 Example 2
 A force vector has the components 600 kN and 300 kN
in the x and y directions respectively, calculate the
components in polar coordinates.

 Solution

F  3002  6002  6708. kN

1300
  tan  2656
. 
600

© VTC 2012 p.14


Example 3

Find the magnitude and direction of the resultant (i.e. in polar coordinates) of the two
forces shown in the diagram,
6kN
4kN
15 30

a) Using the Parallelogram Method


b) Using the Triangle of Forces Method
c) Using the algebraic calculation method.

© VTC 2012 p.15


Solution (example 3)

solution to a) and b) as practice in the above examples


c) Force X-axis Y-axis
R x  6 cos 30  4 cos15  1332
. kN (kN) (kN) (kN)

4 4 cos 15 -4 sin 15
R y  6 sin 30  4 sin 15  4.035 kN
 
6 -6 cos 30 -6 sin 30
ΣR -1.332kN -4.035

4.035
R  ( 1332
. ) 2  ( 4.035) 2  4.249 kN ;   tan 1  7173
. 
1332
.
or -108.26 measured from the positive x axis.

© VTC 2012 p.16


多邊形
Polygon of forces

 Addition and subtraction of a system of forces


 form a polygon
 The no. of sides depends on the no. of forces in the
system.

© VTC 2012 p.17


多邊形
Polygon of forces

 A closed polygon: no resultant force


 A non-closed polygon: resultant force
 the force = an arrow drawn from the arrow end of the
first drawn arrow to the arrow head of the last drawn
arrow.

© VTC 2012 p.18


Class Activity Two
 Draw the resultant force for the following system of
forces.

y 70N < 60 o
110N < 160 o

45N < 20 o (with


20 degree with
x the horizontal
level)

40N < 210 o


© VTC 2012 p.19
Class Activity Three

 Use analytical method, find the resultant force for


the system of forces in the Class Activity Two.

© VTC 2012 p.20



Rigid bodies
 The distance between any two points remains the
same when the body is subjected to forces.

Rigid Body is a body that does not deform (change shape)


as a result of the forces acting on it.
© VTC 2012 p.21
Free body diagrams

 A body is freed from any contact and any remote


influence. R

© VTC 2012 p.22


W
Free body diagrams
 Draw the outline of the
chosen body R
 Mark down all the
remote forces
(gravitational, and
electromagnetic forces)
 Mark down all the
contact forces (Reaction
& Friction) W

© VTC 2012
力矩
Moment of a force

 Moment of a force about any point垂直say A: M = r x F


力臂 距離
where r (moment arm) is the perpendicular distance
from A to the line of action of F.
A
r

F
Line of action
© VTC 2012 p.24
力偶
Couples

非一至
 A couple is two equal and opposite parallel, but non-
coincident forces.
 Moment of a couple M = d x F.

d F
F

© VTC 2012 p.25


Principle of Moments
槓桿 支撐了
• A lever AB, simply supported at C,
負荷
loads P
反作用力
and Q are at D and E. The
reaction at C is R.

D C E
A B
a b

P Q
R

© VTC 2012
Principle of Moments
• If a body is at rest under the action of
several forces, the total clockwise
moment (CM) of the forces about any
axis is equal to the total anticlockwise
moment (ACM) of the forces about the
same axis.
• CM = ACM
• or CM -ACM = 0
© VTC 2012
Principle of Moments

• Examples:
• Moment about C:
• (Q . b) = (P . a)
• or (Q . b) - (P . a)= 0
• Moment about D:
• Q . (a + b) = R . a
• or Q . (a + b) - R . a = 0

© VTC 2012
Principle of Moments
• Examples:
• Moment about E:
• R . b = P . (a + b )
• or R . b - P . (a + b ) = 0

• For equilibrium,
• downward force = upward force
• i.e. P + Q = R
© VTC 2012
Principle of Moments
• Examples:
• If P is 50N , a and b are 3m and 2m
respectively, find Q and R if the lever
is in equilibrium.
• Take moments about C:
• 50N x 3m = Q x 2m
• Q = 75N
• and R = 50N + 75N = 125N
© VTC 2012
Degrees of freedom (dof)
 1 dof = a way of moving (in a line) or rotating freely

3 translational dof
+
3 rotational dof

= 6 dofs
© VTC 2012 p.31
均衡
Equilibrium of plane rigid bodies

 Conditions for static equilibrium

F 0 F xi 0
F
i
yi  0
M
OR
i  0
M i  0
F is a vector. Component form

© VTC 2012 p.32


Application of Moment
Consider a person trying to open a door, by applying a force, of magnitude, F, as
shown below.

The perpendicular distance, d, between the line of action of the force and
the pivot (the hinge of the door) is r sinα
Therefore, the moment of the force is given by

Moment = F r sinα
© VTC 2012 p.33
The two obvious changes the person could make in order to open the door more easily
are

(i) he/she could increase the distance "r"

(ii) he/she could push at 90° to the door.

© VTC 2012 p.34



Example: Find the reaction supports at RA and RB as shown in the loaded beam.

20 kN
35 kN

RA RB

Engineering Science A MMI6801


3.5m 7m 3.5m
Solution:
Taking moments about A,

 RB  14  35  10.5  20  3.5  0

RB  31.25 kN

From vertical equilibrium


R A  RB  35  20

 R A  23.75 kN
© VTC 2012 p.35

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