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ME 201 Engineering Mechanics: Statics

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Title: ME 201 Engineering Mechanics: Statics


1
ME 201Engineering Mechanics Statics
  • Chapter 5 Part B
  • 5.3 Equations of Equilibrium
  • 5.4 Two- and Three-Force Members

2
Solving Problems
  • Begin with FBD (Free Body Diagram)
  • Use Equations of Equilibrium to formulate
    equations containing unknown forces, reactions,
    moments
  • ? Fx 0 ? Fy 0 ? Mo 0
  • Solve simultaneous equations (or look for
    equation with single unknown)

3
Example Problem
  • Given
  • F1 600 N
  • ? 45º
  • F2 200 N
  • F3 100 N
  • Find
  • Reactions at A, B

F2
F1
D
?
A
B
2m
3m
2m
F3
4
Example Problem Solution
F2
  • Given
  • F1 600 N
  • ? 45º
  • F2 200 N
  • F3 100 N
  • Find
  • Reactions at A, B
  • Solution
  • 1-FBD

F1
D
?
A
B
2m
3m
2m
F3
5
Example Problem Solution
  • Solution
  • 1-FBD
  • 2-Equilibrium Equations
  • Can you find an equation with only 1 unknown?

6
Example Problem Solution
  • Solution
  • 1-FBD
  • 2-Equilibrium Equations

How can we check the results?
?Fy0
7
Example Problem
  • Given
  • F1 100 N
  • ? 30º
  • Find
  • T, A

A
?
T
F1
8
Example Problem Solution
  • Given
  • F1 100 N
  • ? 30º
  • Find
  • T, A
  • Solution
  • 1-FBD
  • 2-Equilibrium Eqn

9
Class Exercise Problems
2
  • Given
  • FC 60 N
  • ? 30º
  • MD 200 Nm
  • Find
  • Reactions at A, B

1
3
Given F1 400 N F2 200 N Find Reactions
at A
Given F 6 kN ? 60º mbeam 100 kg Tmax
800 N Find Reactions at A, d
10
Class Exercise Problem 1
  • Given
  • F1 400 N
  • F2 200 N
  • Find
  • Reactions at A
  • Solution

11
Class Exercise Problem 2
  • Given
  • FC 60 N
  • ? 30º
  • MD 200 Nm
  • Find
  • Reactions at A, B
  • Solution

12
Class Exercise Problem 3
  • Given
  • F 6 kN
  • ? 60º
  • mbeam 100 kg
  • Tmax 800 N
  • Find
  • Reactions at A, d
  • Solution

13
2-Force Members
  • If the following conditions exist
  • Force applied at only 2 points on member
  • No couples
  • Called a 2-force member
  • Then
  • The line of action passes through points A B
  • FA is equal and opposite in magnitude and
    direction to FB
  • Rotational or moment equilibrium

14
2-Force Members
B
B
A
B
A
A
15
3-Force Members
  • If a member is subjected to 3 coplanar forces,
    then it is necessary that the forces either be
    concurrent or parallel if the member is to be in
    equilibrium
  • In other words, if not parallel, then the lines
    of action of the 3 forces must intersect at a
    single point
  • The point of intersection may or may not be at
    the point of application of one of the forces

16
3-Force Members
Given Simple Support _at_ B Pin Support _at_ A
B
P
W
A
17
Example Problem
  • Given
  • F 8 kN
  • Find
  • A, BD

C
1m
B
D
F
.5m
A
30o
18
Example Problem Solution
  • Given
  • F 8 kN
  • Find
  • A, BD
  • Solution
  • 1-FBD

Several possible FBDs
Most practical FBD
4 Unknowns
19
Example Problem Solution
  • Given
  • F 8 kN
  • Find
  • A, BD
  • Solution
  • 1-FBD
  • 2-Equil Eqn

20
Class Exercise Problem 4
  • Given
  • F 400 N
  • Find
  • A, D

C
F
.5m
.2m
B
.2m
D
A
.1m
21
Class Exercise Problem 4
  • Given
  • F 400 N
  • Find
  • A, D
  • Solution
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