lecture #4 Σf x = 0 Σf y = 0 Σf z = 0 required for static equilibrium!! equilibrium of a particle...

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Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2) R. Michael PE 8/14/2012

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Page 1: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

Lecture #4

ΣFx = 0ΣFy = 0ΣFz = 0

Required for Static Equilibrium!!

Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

R. Michael PE 8/14/2012

Page 2: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

Particle vs. Rigid Body

Particle – Very small amount of matter compared to the system being analyzed.

The volume of the particle and area it occupies is negligible to the problem and has no bearing on the solution.

Can be modeled as a single point in space.

Page 3: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

Particle vs. Rigid Body

Rigid Body – A combination of a large number of particles occupying fixed positions with respect to each other.

Must use a rigid body model when the area that the body of the object occupies has an affect on the outcome of the problem.

Have additional requirement for equilibrium (moment)

Page 4: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

Rigid Body Analysis

Must be used:If the mass of the body comes into

effectIf there are forces with different points

of application on the bodyIf the size of the body has to be taken

into account

Page 5: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

Explanation of Rigid Body

For Statics we define a Rigid Body as a body that has no deformation.

A Rigid Body differs from a Particle because size comes into play:

B

A

W = 50 lbW = 50 lb

Both weigh 50 lb, which one is a rigid body and which one is a particle?

Page 6: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

Concepts to be Introduced for Rigid Body Analysis Internal vs. External Forces Free Body Diagrams (applies to Particles

and Rigid Bodies) Translational Equilibrium (applies to

Particles and Rigid Bodies) Principle of Transmissibility Moments (Couples) acting on the bodies Force – Couple Systems on Rigid Bodies Equilibrium in Six degree of freedom

situation (Rigid Body Equilibrium)

Page 7: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

External vs. Internal Forces

External Forces – Represent the action of other bodies on the Particle or Rigid Body. Entirely responsible for the motion of lack of motion of the Particle or Rigid Body as described by Newton’s First Law of Motion.

Internal Forces – The forces holding the individual particles of a rigid member together. Can also be used to define the forces holding members of a composite structure together.

Page 8: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

Types of Forces:

One body acting on another

Small contact area; treat as a point

One body acting on

another w/o contact

Acting on narrow area

FR is resultant of w(s) = area

under curve, acts at

centroid

Page 9: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

3.1 Free Body Diagram Introduction

Free Body Diagram – A diagram of the Particle or Rigid Body of interest with all Forces acting ON the body and all measurements pertinent to the solution of the problem.

Page 10: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

THE WHAT, WHY AND HOW OF A FREE BODY DIAGRAM (FBD)

Free Body Diagrams are one of the most important things for you to know how to draw and use.

What ? - It is a drawing that shows all external forces acting on the particle.

Why ? - It is key to being able to write the equations of equilibrium—which are used to solve for the unknowns (usually forces or angles).

Page 11: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

FBD for Rigid Body:

=

This is a FBD of the truck!!

simplified

Page 12: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

Truck External Forces

The Forces can be shown by Vectors acting on the Truck W – Weight of the truck acting in the

negative vertical direction and acting at the center of gravity of the truck

R1 and R2 – Contact Force of the ground holding the truck from falling toward the center of the Earth

Fr – Force of the Rope pulling the truck forward

Page 13: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

COPLANAR FORCE SYSTEMS (Section 3.3)

To determine the tensions in the cables for a given weight of the cylinder, you need to learn how to draw a free body diagram and apply equations of equilibrium.

This is an example of a 2-D or coplanar force system.

If the whole assembly is in equilibrium, then particle A is also in equilibrium.

Draw a FBD for the mass, C

Draw a FBD of Ring A

Page 14: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

Steps in Making the Free Body Diagram The most important part of making a Free

Body Diagram is that a clear decision must be made as to what part of the Space Diagram or System is being analyzed

VS.

Page 15: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

External Force Vectors

Represent the forces acting ON the Free Body BY the surroundings. This is very important.

Must be applied to the body where they are acting on the body

Must be represented with Direction and Magnitude.

The weight of the object (if applicable) should be placed at the center of gravity of the object.

Page 16: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

REACTION Forces

Unknown external forces are known as reactions or constraining forces and must be shown on the Free body DiagramReactions are forces that constrain one or

more degrees of freedom of motion and must be indicated on the Free Body Diagram where it is supported or connected to an external body

Page 17: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

Unknown External Forces

Page 18: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

Unknown External Forces

Page 19: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)
Page 20: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

Practice FBD’s!!!

Page 21: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)
Page 22: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)
Page 23: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

The crane is lifting a load. To decide if the straps holding the load to the crane hook will fail, you need to know the force in the straps. How could you find the forces?

APPLICATIONS

Straps

Page 24: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

For a spool of given weight, how would you find the forces in cables AB and AC ? If designing a spreader bar like this one, you need to know the forces to make sure the rigging doesn’t fail.

APPLICATIONS (continued)

Page 25: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

APPLICATIONS (continued)

For a given force exerted on the boat’s towing pendant, what are the forces in the bridle cables? What size of cable must you use?

Page 26: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

Principle of Transmissibility

The conditions of equilibrium or motion of a Rigid Body will remain unchanged by moving a force along its line of action provided the force magnitude and direction does not change

Page 27: Lecture #4 ΣF x = 0 ΣF y = 0 ΣF z = 0 Required for Static Equilibrium!! Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2)

Equivalent Forces

If F and F' have the same direction, magnitude, and line of action, they are said to be Equivalent Forces