chapter 2 force
TRANSCRIPT
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Statics
react on rigid bodies which are at rest or not
in motion. This study is the basis for the
engineering principles, which guide the
design of all structures, since before we can
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eg n to es gn any structure we must rst
know the forces applied to it.
Forces
,
have both magnitude and direction.
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Resultant Forces
,
advantageous to replace all the forces,
which act on a body with a single force.
This single force, called a resultant force,
must produce the same movement and
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effects that all the original forces would
produce on the body.
Resolution of Forces
y
F
sinF
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x
cosF
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Force Polygons
placing the two vectors (which act at the
same point) in a tip-to-tail fashion and
completing the triangle with a vector.
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a
b
a
b
c
The resultant vector (c) is the sum of the original two
vectors (a and b) and therefore replaces the original two
vectors.
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By using Cosine Law,
c2 = a2 +b22*a*b*cos C
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The resultant vectorc is the sum of the
original vectors a and b and thereforere laces the ori inal two vectors.
ef
f
r
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dd
e
Moment of a force
Moment of a force is a measure of the turning effect of theforce.
The magnitude of a moment is dependent on two items --- themagnitude of the force and theperpendicular distancebetween the point or axis of rotation and the force involved.
Moment of a force about a point
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= force x perpendicular distance from the point
i.e. M = F x d
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Example
The frame is loaded as shown in the following
diagram. Calculate the moment caused about point
A at the base of the frame.
0.5
m
.
10
kN
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Moment , M = Force x Perpendicular Distance
= 10 x 0.25
= 2.5 kNm
Principle of moments
,
the clockwise moments about any point is
equal to the sum of anti-clockwise
moments about that point.
i.e.
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Equilibrium of Forces
A structure is considered to be in
equilibrium if it remains at rest when
su ec e o a sys em o orces an
moments.
If a structure is in equilibrium, then all its
members and parts are also in equilibrium.
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,
forces and moments (including support
reactions) acting on it must balance eachother.
For a plane structure subjected to forces in
its own plane, the conditions for equilibrium
can be expressed by the following
equations of equilibrium:
0
0
F
F
y
x
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The third equation above states that the sum
of moments of all forces about any point inthe lane of the structure is zero.
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ExampleExample
Find T1, T2 hanging 5kg by graphical method (using scale 1cm = 10N) ?Find T1, T2 hanging 5kg by graphical method (using scale 1cm = 10N) ?
SolutionSolution
W =W = (5kg)(10 m/s(5kg)(10 m/s2 )) == 5050N ; In the space diagram: mark region between W & T1, W & T2,N ; In the space diagram: mark region between W & T1, W & T2,
T2 & T1 as A, B, C respectivelyT2 & T1 as A, B, C respectively
==
representingrepresenting WW((5050N); Draw a line parallel to T2 from point b & draw another line parallel toN); Draw a line parallel to T2 from point b & draw another line parallel to
T1 from point a. These 2 lines intersect at point c. Measure bc & ca ?T1 from point a. These 2 lines intersect at point c. Measure bc & ca ?
bc =bc = 4cm4cm & ca =& ca = 3cm3cm T2 =T2 = 40N40N & T1 =& T1 = 30N30N >>>>
1430
900T1 T2
C a
c
900
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5kg
W
A B
b 1430
Space Diagram Force Diagram
Scale 1cm = 10NScale 1cm = 10N
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Newtons first law of motionLaw of inertia
Every object remains in a state of rest or of
uniform speed along a straight line unless
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.
Newtons second law of motion
proportional to, and in the same direction as,
the unbalanced force acting on it, and
inversely proportional to the mass of the
object:
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F = maUnit: F(N), m(kg), a(m/s2)
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Newtons third law of motion
opposite reaction.
Mass
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Mass (m) is a measure of the inertia of an
object and is an unchanging quantity.Unit: kg
Weight
object.
Unit: N
W = mg
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where g: acceleration due to gravity, 9.81 m/s2
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Example
100N a
Calculate:
10kg
30N
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(a) the net force acted on 10 kg mass, and
(b) the acceleration of 10 kg mass.
Example
which is suspended from the ceiling of a lift.
If the balance reads 40 N, what is the
acceleration of the lift?
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Friction
another.
It always acts in the opposite direction to the
motion.
It is roduced b the interlockin of
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irregularities of the surfaces in contact.
There are two types of friction that can act onobjects namely static friction and kinetic
friction. Static friction refers to the frictional
force developed on the object prior to motion.
acts on an object while motion is occurring.
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It must be realized that static frictional forces develop in
response to any magnitude of push on the object. As a
push or sliding force is applied and increases in magnitude,the frictional force must likewise increase if the object is to
.
static frictional force at its maximum value, motion occurs.
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Coefficient of friction
)reaction(Rnormalx
r c onocoe c enr c on
R
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The normal force is the reaction which occurs
perpendicular to the moving object and the
surface over which it moves.
Normal Force = Weight of the object
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Example
A block weighing 50 kN rests on a level
surface as shown. If the coefficient of static
friction between the surfaces is 0.3,
e erm ne e orce nee e o s ar e oc
in motion.
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Solution
Since the force system is concurrent,
the equations of equilibrium that are
needed are
00 yx FF
0xF
0yF
P = F
N = 50 kN
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F = * N
Therefore, in this case,F = P = 0.3 * 50 kN
= 15 kN
Fluid Mechanics
A fluid is a material whose particles are freeto move their position. Liquids and gasesare both fluids.
Fluids can move and change the external
sha e to suit the container.
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Density
mass per unit volume.
volume
massDensity
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Unit: kg/m3
Density of water = 1000 kg/m3
Archimedes Principle
immersed in a fluid, the upthrust on the
object is equal to the weight of fluid
displaced.
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Example
.
m3 and a density of 2700 kg/m3. Calculate
(a) the weight of the aluminium block,
(b) the upthrust acting on the block when
immersed in water of density 1000 kg/m3.
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(c) the apparent weight of the block when
immersed in water.
Law of Flotation
of fluid in which it floats.
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Example
3 .
density of 700 kg/m3 floats in water of density
1000 kg/m3.
Calculate
(a) the weight of the block,
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(b) the weight of water displaced by the block,
(c) the volume of the block immersed in water.
Pressure Pressure on a surface is defined as the force
acting at right angle on that surface divided
b the area of the surface.
The force that acts on the area which is
submerged at a depth in a fluid is equal to
A
Fp
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the weight of the column above the area.
The pressure is then this weight divided by
the area
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ghp where
= pressure at a point in a fluid (N/m2 or Pa)
= density of fluid (kg/m3)
=
p
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the point (m)
Pressure increase with depth below theliquid surface.
Principle of Fluid Pressure
all direction.
Pressure always acts at right angles to the
containing surfaces.
Pressure is the same at oints of e ual de th
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irrespective of volume or shape.
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Force on Immersed Surface
from the pressure on the surface and the
area of the surface.
xApF average
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The centre of pressure is the point where the
line of action of the resultant force passes.
Water is contained by a vertical surface
produces a triangular pressure diagram.
The total force produced acts through the
centroid of the triangle, i.e. one-third of the
height.
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Example
.
retaining water to a depth of 0.8 m.
(a) calculate the lateral force on the gate
produced by the water;
b calculate its centre of ressure
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(c) calculate the moment acting about the
base.
Answer(a)
0.8 m
Pressure = gh
= 1000*9.81*0.8
= 7848 Pa
Gate
Centre of
Pressure
0.8*1/3 m
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Lateral force = Average Pressure *Area
= (7848/2)*(0.8*1.6)
= 5022.7 N
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b
Location of Centre of Pressure = 0.8*1/3
= 0.267 m
(c)
Moment = Force * distance
= 5022.7 * 0.267
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= 1341 Nm