Instructor:
Office Hours:
Office:
Phone: e-mail:
Department Chair:
ENGINEERING MECHANICS-STATICS EGN 2130 AA01
Mineral Area College
FALL 2015
3 credit hours
Dr. George Saum
1:00 M W F 9:00 T R
AS223A or Physics Lab AS223
573-518-2174 gsaum@mineralarea.edu
Dr. Margaret Williams 518-573-2150
Prerequisites: General Physics I PHS 2230
Calculus I
Calculus II
MAT1650
MAT2150 ( Co-Req)
FO 29 mwilliam@mineralarea.edu
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Attendance/Absence Policies : Disciplined attendance is strongly encouraged. A student missing a total equivalent of two weeks of class work will be dropped. School policy requires dropping students with poor attendance. Poor attendance will severely impact your classroom performance.
Grading policy/scale: The grading for the course will be as follows:
A 90-100 %
B 80-89
C
D
F
70-79
60-69
<60
TESTS 90 %
HOMEWORK 10%
You must notify in advance if you cannot make class on test day. The test must then be taken on the next class day. Only one late test will be allowed.
Non-Discrimination Policy – Mineral Area College does not discriminate on the basis of race, color, national origin, gender, disability, age, religion, creed, or marital or parental status.
ADA Policy
If you have special needs as addressed by the Americans with Disabilities Act and need any test or course materials provided in an alternative format, notify your instructor immediately. Reasonable efforts will be made to accommodate your special needs.
Special Needs Services is located in ( ) , 518-2152. If you are a handicapped person and cannot attend the on-site examinations, please contact the instructor to make special arrangements.
Dishonesty policy:
“…College discipline shall be exercised when student misconduct adversely affects the college’s pursuit of its educational objectives. Misconduct for which students are subject is defined as follows: Dishonesty, such as cheating, plagiarism, or knowingly furnishing false information to the college” (Mineral Area College Board Policy Manual, section 5.72, IA., p. 99).
Honors Option: The honors option is offered in this course.
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COURSE DESCRIPTION: Application of principles of mechanics to problems of equilibrium.
PREREQUISITE:
TEXT:
Topics include resultant forces, equilibrium, center of gravity, moment of inertia.
PHYSICS 2230 and MATH 2150
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COURSE OUTLINE:
CHAP 1 Introduction
CHAP 2 Force Vectors
Scalars and Vectors
Vector Operations
Vector Addition of Forces
Addition of a System of Forces
Cartesian Vectors
Addition and Subtraction of Vectors
Position Vectors
Force Vector Along a Line
Dot Product
CHAP 3 Equilibrium of a Particle
Condition of Equilibrium of a Particle
The free body Diagram
Coplanar Force Systems
Three-Dirnensional Force Systems
CHAP 4 Force Resultant Systems
Moment of a Force - Scalar Formulation Cross produce
Moment of Force- Vector Formulation
Principle of Moments
Moment of force about Specific Axis
Moment of a Couple
Equivalent Systems
Resultant of a Force and a Couple System
Reduction of a Force and Couple System
Reduction of Simple Distributed Loading
CHAP 5 Equilibrium of a Rigid Body
Conditions for Rigid Body Equilibrium
Free Body Diagrams 2-D
Equations of Equilibrium 3-D
Two and Three Member Forces
Free Body Diagram 3-D
Equations for Equilibrium 3-D
Constraints of a Rigid Body
Approx. Class Periods
1
1
2
4
4
2

CHAP 6 Structural Analysis
Simple Trusses
Method of Joints
Zero-Force Members
Method of Sections Space Trusses
Frames and Machines
CHAP 7 Internal Forces in Structural Members
Shear and Moment Equations and Diagrams
Relations Between Distributed Load, Shear, and Moment Cables
CHAP 8 Friction
Characteristics of Dry Friction
Problems Involving Dry Friction Wedges
Frictional Forces on Screws Frictional Forces on Belts
Frictional Forces on Collar Bearings and Disks
Frictional Forces on Journal Bearings Rolling Resistance
CHAP 9 Center of Gravity and Centroid
Center of Gravity and Center of Mass of System
Center of Mass and Centroid of Body Composite Bodies
Theorem of Pappus and Guldinus
Resultant of a General Distributed Load Fluid Pressure
CHAP 10 Moment of Inertia
Definition of Moment of Inertia
Parallel Axis Theorem for an Area
Radius of Gyration for an Area
Moment of Inertia for an Area by Integration
Moment of Inertia for Composite Areas
Product of Inertia for an Area
Moment of Inertia for an Area About an Inclined Axis
Mass Moment of Inertia
5
4
3
3
2
7
3

Nov 2
4
6
9
11
13
16
18
20
23
25
27
Dec
30
2
4
11
19
21
23
26
28
30
EGN 2130 - STATICS - FALL 2015
Oct
Date
Aug 17
19
21
24
26
28
Sept
14
16
18
21
23
25
31
2
4
7
9
11
5
7
9
28
30
2
12
14
16
TOPIC
Introduction, Vectors
Particle Equilibrium -2D
Particle Equilibrium -3D
Moment of Force, Cross Product
Moment about a Line, Couple
Equivalent Systems
Equivalent Systems, Dist. Loads
Distributed Loads
Rigid Body Equilibrium – 2D
LABOR DAY
Review Chap 3 & 4
FIRST TEST
Rigid Body Equilibrium – 2D
Rigid Body Equilibrium – 3D
Rigid Body Equilibrium - 3D
Trusses
Trusses
Trusses
Frames and Machines
Frames and Machines
Frames and Machines
Review Ch 5 and 6
SECOND TEST
Internal Forces
Shear and Moment Eqns.
Shear and Moment Eqns..
Shear and Moment Eqns
Friction
Friction, Wedges
Belt Friction
Review CH 7-8
THIRD TEST
Centroid of Composite Bodies
Centroid of Composite Bodies
Theorem of Pappus, Guldinus
Distributed Loads, Fluid Pressure
Moments of Inertia by Integration
VETERANS DAY
Moments of Inertia by Integration
Moment of Inertia-Composites
Moment of Inertia-Composites
Product of Inertia
Principal Moment of Inertia
Principal Moment of Inertia
THANKSGIVING
Mass Moment of Inertia
Mass Moment of Inertia
Review CH 9,10
FINALS 8:00 AM
6.6
6.6
6.6
7.1
5.1-4
5.5-7
5.5-7
6.1-3
6.4
6.4
7.2
7.3
7.3
8.1-2
8.3
8.5
9.1
9.2
9.3
9.4-5
10.1-3
10.1-3
10.4
10.4
10.5
10.5
10.6
SECTIONS HOMEWORK PROBLEMS
1.1-6, 2.1-9
3.1-3
3.4
2 – 3,33,41,71,90,91,117,129
3 – 3,19,23,42
3 – 47,57,59,65
d = 2.42 m
4.1-4
4.5-6
4.7
4 – 5,11,34,41
4 – 47,50,79,91
4 – 101,105,109
4.8
4.9
5.1-3
5.1-3
4 – 123,131,133
4 – 147,151,161
5 – 10,25,29,30
10.8
10.8
FRIDAY
5 – 35,38,39,41
5 – 66,67,71,74
5 – 77,78,79,81
6 – 2,6,9,15
6 – 27,30,31,37
6 – 41,43,47,49
6 – 61,65,69,71
6 – 78,81,86,87
6 – 97,98,103,113
7-1,7,13,14
7-51,53,55,59
7-71,72,73,74
7-79,81,85,90
8-1,6,7,35,38
8-59,62,67,82
8-83,89,91,99
9-2,3,9,10
9-51,59,61,71
9-93,94,99,114
9-123,125,129,130
10-1,2,5,6
10-17,18,21,22
10-29,30,35,37
10-46,47,49,50
10-55,57,58,62
10-65,69,70
10-72,74,78
10-86.87,94
10-97,98,102
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