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© 2003 The McGraw-Hill Companies, Inc. All rights reserved.
Vector Mechanics for Engineers: Statics
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Equilibrium of a particle
Chapter 3
2 - 1
© 2003 The McGraw-Hill Companies, Inc. All rights reserved.
Vector Mechanics for Engineers: Statics
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Contents
• Equilibrium of a Particle
• Free-Body Diagrams
• Sample Problem 2.4
• Sample Problem 2.6
• Examples
© 2003 The McGraw-Hill Companies, Inc. All rights reserved.
Vector Mechanics for Engineers: Statics
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Introduction
• The objective for the current chapter is to investigate the effects of forces
on particles:
- Introduce the concept of free-body diagram for a particle.
- relations between forces acting on a particle that is in a
state of equilibrium.
• The focus on particles does not imply a restriction to miniscule bodies.
Rather, the study is restricted to analysis in which the size and shape of
the bodies is not significant so that all forces may be assumed to be
applied at a single point.
© 2003 The McGraw-Hill Companies, Inc. All rights reserved.
Vector Mechanics for Engineers: Statics
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Equilibrium of a Particle• When the resultant of all forces acting on a particle is zero, the particle is
in equilibrium.
• Particle acted upon by
two forces:
- equal magnitude
- same line of action
- opposite sense
• Particle acted upon by three or more forces:
- graphical solution yields a closed polygon
- algebraic solution
00
0
yx FF
FR
• Newton’s First Law: If the resultant force on a particle is zero, the particle will
remain at rest or will continue at constant speed in a straight line.
© 2003 The McGraw-Hill Companies, Inc. All rights reserved.
Vector Mechanics for Engineers: Statics
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© 2003 The McGraw-Hill Companies, Inc. All rights reserved.
Vector Mechanics for Engineers: Statics
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Free-Body Diagrams
Space Diagram: A sketch showing
the physical conditions of the
problem.
Free-Body Diagram: A sketch showing
only the forces on the selected particle.
© 2003 The McGraw-Hill Companies, Inc. All rights reserved.
Vector Mechanics for Engineers: Statics
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Example
2 - 7
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Vector Mechanics for Engineers: Statics
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Coplanar Force System
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Vector Mechanics for Engineers: Statics
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Problem 2.44 (also see Sample Problems 2.4-2.6 in the text)
Knowing that = 55, determine the tension in bar AC and in rope BC.
© 2003 The McGraw-Hill Companies, Inc. All rights reserved.
Vector Mechanics for Engineers: Statics
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Problem 2.51
Two forces P and Q are applied as shown to an aircraft
connection. Knowing that the connection is in equilibrium and
that P = 400 lb and Q = 520 lb, determine the magnitudes of the
forces exerted on the rods A and B.
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Vector Mechanics for Engineers: Statics
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Springs
2 - 11
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Vector Mechanics for Engineers: Statics
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Pulleys
Pulleys
• Ideal pulleys simply change the direction of a force.
• The tension on each side of an ideal pulley is the same.
• The tension is the same everywhere in a given rope or cable if ideal pulleys are used.
• In a later chapter non-ideal pulleys are introduced (belt friction and bearing friction).
50 lb
Vertical
force
Horizontal
force
50 lbExample
Determine the tension T required to support the 100 lb block shown below.
© 2003 The McGraw-Hill Companies, Inc. All rights reserved.
Vector Mechanics for Engineers: Statics
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Pulleys
Example: (Problem 6-68 in Statics, 9th Ed. by Hibbeler) Determine the force P needed to
support the 100-lb weight. Each pulley has a weight of 10 lb. Also, what are the cord
reactions at A and B?
© 2003 The McGraw-Hill Companies, Inc. All rights reserved.
Vector Mechanics for Engineers: Statics
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Problem 2.70
A 350-lb load is supported by the rope-and-pulley arrangement shown.
Knowing that = 35, determine:
a) The angle
b) The magnitude of the force P which should be exerted on the free end of
the rope to maintain equilibrium. (Hint: The tension is the same on either
side of an ideal pulley).
© 2003 The McGraw-Hill Companies, Inc. All rights reserved.
Vector Mechanics for Engineers: Statics
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Examples
2 - 15
© 2003 The McGraw-Hill Companies, Inc. All rights reserved.
Vector Mechanics for Engineers: Statics
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Examples
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Vector Mechanics for Engineers: Statics
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Equilibrium in Space
Equilibrium of a particle in space
If an object in is equilibrium and if the problem is represented in three dimensions,
then the relationship F = 0 can be expressed as:
Fx = 0
Fy = 0
Fz = 0
© 2003 The McGraw-Hill Companies, Inc. All rights reserved.
Vector Mechanics for Engineers: Statics
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Example
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© 2003 The McGraw-Hill Companies, Inc. All rights reserved.
Vector Mechanics for Engineers: Statics
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Example
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© 2003 The McGraw-Hill Companies, Inc. All rights reserved.
Vector Mechanics for Engineers: Statics
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Example
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Vector Mechanics for Engineers: Statics
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Example
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