02 force systems
TRANSCRIPT
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2 Force Systems
K L 2 1 0 3 , C L A S S 0 2
S E M E S T E R I 2 0 1 2 / 2 0 1 3
Force
Force is a vector quantity. Its effect on a body or a
direction of the force.
Generally, a complete description of a force must
include its magnitude, direction, andpoint ofapplication.
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External and Internal Effects
The effects of a force on a body (or structure) can bese arated into external and internal effects.
External effects: reaction forces at the supports sothat the whole structure is in equilibrium (more onthis in Chapter 3).
Internal effects: internal forces (will be discussed inCha ter and ) stress and deformation in the
structure (will be discussed in Mechanics ofMaterials).
Principle of Transmissibility
A force may be applied at any point onits line of action without altering the
resultant effects of the force external tothe body on which it acts.
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Components of a Force
Example 1
The forces F1, F2, and F3act on pointA of the
rac et as s own.
Determine thexand y
components of each ofthe three forces.
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o
1
o
1
600 cos 35 491 N
600sin 35 344 N
x
y
F
F
4 2
2
5
3500 300 N
5
x
yF
0.2800 358 NF
2 2
32 2
0.2 0.4
0.4800 716 N
0.2 0.4
x
yF
Resultant of Forces
1 2
1 2
1 2
x x x x
y y y y
R F F F
R F F F
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Example 2
Combine the twoforces P and T into asingle equivalent forceR.
o
o
o
6sin60tan 0.866 40.9
3 6cos60
BD
AD
o
o
800 600cos 40.9 346 lb
600sin 40.9 393 lb
x xR F
R F
2 2
1 o
524 lb
tan 48.6
x y
y
x
R R R
R
R
Graphical solution:
o
525 lb
49
R
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Moment about a Point
Definition: tendency of the force torotate the body about the point.
The magnitude of the moment isproportional to the magnitude ofthe force and to the momentarm d:
M r F
Varignons Theorem
The moment of a force about any point is equal to
force about the same point.
OM Rd Pp Qq
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Example 3
Calculate themagnitude of themoment about the
base point O of the600-N force indifferent ways.
(i) Moment arm: o o4cos 40 2sin 40
4.35 m
d
600 4.35 2610 N-m CWOM
o
1
o
2
600 cos 40 460 N
600sin 40 386 N
F
F
(ii) Components ofF:
460 4 386 2 2610 N-m CWOM
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(iii)
By principle of transmissibility,Fcan be moved to pointB or Cto eliminate the moment of componentF2 orF1, respectively.
o
14 2tan 40 5.68 md
386 6.77 2610 N-mOM
(iv)o
22 4cot 40 6.77 md
. -O
o o2 4 600 cos40 sin 402610 N-m
O
M r F i j i j
k
(v) Using vector formulation:
Couple
Definition: the momentM F d ,
opposite, andnoncollinear forces.
The moment of a couplehas the same value atall points.
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Equivalent Couples
Changing the value ofFand ddoes not change acou le as lon as the roductFdremains the same.
Likewise, a couple is not affected if the forces act in adifferent but parallel plane.
In these four cases, the couples are equivalent:
Example 4
The rigid structuralmember is subjected to
the two 100-N forces.Replace this couple by
an equivalent coupleconsisting of the twoforces P and P, eachof which has amagnitude of 400 N.Determine the properangle .
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The original couple is counterclockwise with magnitude of:
100 0.1 10 N-mM
The forces P and P produce a counterclockwise couple of:
.
10 16cos
Solving for :
1 o10cos 51.316
Force Couple System
Effect of a force acting on a body: Translation in the direction of the force.
Rotation about any axis which does not intersect the line of theforce.
Both effects can be represented by replacing a forceby a force and a couple.
Reversing the process, we can combine a force couple system into a single, equivalent force.
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Equivalent Force Systems
A group or a system of forces can be replaced by theresultant.
The resultant usually represents the simplest force couple combination without altering the externaleffect on the body.
x xR F R = F
y y
R F
M M Fd
Equivalent Force Systems
Two force systems are equivalent if the force
systems are the same.
1 2 1 2x xR R
R = R
1 2
1 2
y y
M M
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Equivalent Force Systems
These four systemsare e uivalent:
Example 5
Replace the horizontal 80-lb
equivalent system consisting ofa force at O and a couple.
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Apply two equal and opposite 80-lb forces at O andidentify the counterclockwise couple:
o80 9sin 60 624 lb-in.M
Example 6
Determine the
four forces and onecouple which act
on the plate shown.
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(i) Equivalent force-couple at O:o o
o o
: 40 80cos30 60cos45 66.9 N
: 50 80sin30 60sin 45 132.4 N
x x x
y y y
R F RR F R
2 2
66.9 132.4 148.3 NR
1 o132.4tan 63.2
66.9
o o: 140 50 5 60cos 45 4 60sin 45 7
237 N-m CW
O OM Fd M
(ii) Single equivalent force
148.3 237
1.60 m
ORd M d
d
237 1.792 m132.4
y OR b M b
In other form: