Structural
Mechanics:
CE 203
Course Syllabus
King Fahd University of Petroleum & Minerals
CE 203:
STRUCTURAL MECHANICS I
(3-0-3)
Text:
Mechanics of Materials (4th ed.) by R.C. Hibbeler (1999)
Instructor: Dr. Abdulrahman Khathlan
Office : 16-138 e-mail: khathlan@kfupm.edu.sa
Tel. : 2683
COURSE OUTLINE & SCHEDULE
Spring Semester 2001-2002 (Term 012)
Lect. |
Date |
Subject |
Section |
1 |
Jan. 26, 2002 |
Introduction, Equilibrium |
1.1, 1.2 |
2 |
28 |
Stress; Normal Stress |
1.3, 1.4 |
3 |
30 |
Average Shear Stress |
1.5 |
4 |
Feb. 2 |
BearingStress |
Handouts |
5 |
4 |
Factor of Safety; Bearing Stress |
1.6, 1.7 |
6 |
6 |
Def. of Strain, Stress-Strain Diagrams |
2.1,2.2,3.1,3.2 |
7 |
9 |
Hooke’s Law; Material Behavior; Poisson’s Ratio |
3.3, 3.4, 3.6,3.7 |
8 |
11 |
Deformation of Axially Loaded Members |
4.2, 4.3 |
9 |
13 |
Statically Indet. Axially Loaded Members |
4.4, 4.5 |
|
|
Eid Al-Adha Holiday |
|
10 |
Mar.2 |
Thermal Stresses and Thermal Strain |
4.6 |
11 |
4 |
Thermal Stress (Continued) |
4.6 |
12 |
6 |
Stress Concentrations |
4.7 |
13 |
9 |
Stress Components Under General Loading |
Handouts |
14 |
11 |
Generalized Hooke’s Law |
10.6 |
15 |
13 |
Torsion of Circular Shafts |
5.1, 5.2 |
16 |
16 |
Torsion
of Circular Shafts
|
5.2 |
17 |
18 |
Transmission
Shafts and Gears
|
5.3 |
18 |
20 |
Angle of Twist
|
5.4 |
19 |
23 |
Statically Indeterminate
Shafts
|
5.5 |
20 |
25 |
Torsion of Solid
Non-Circular Sections
|
5.6 |
21 |
27 |
Twisting
of Thin-Walled Closed Sections |
5.7 |
22 |
30 |
Twisting of Thin-Walled
Closed Sections (Continued)
|
5.7 |
23 |
Apr. 1 |
Shear
& Bending Moment Diagrams–Method
of Summations
|
6.1, 6.2 |
24 |
3 |
Shear & Bending
Moment Diagrams–Graphical Method
|
6.2 |
25 |
6 |
Shear & Bending
Moment Diagrams–Graphical Method
|
6.2 |
26 |
8 |
Bending Stresses in
Straight Beams
|
6.3 |
27 |
10 |
The Flexure Formula
|
6.4 |
Lect. |
Date |
Subject
|
Section |
28 |
Apr. 13 |
The Flexure Formula
(Continued)
|
6.4 |
29 |
15 |
Shear in Straight Beams,
Shear Formula
|
7.1, 7.2 |
30 |
17 |
Shear Stress in Beams
|
7.3 |
31 |
20 |
Shear Flow in Beams
|
7.4 |
32 |
22 |
Applications of Shear
Flow
|
7.4 |
33 |
24 |
Stresses in Thin-Walled
Pressure Vessels
|
8.1 |
34 |
27 |
Compound Normal Stress
|
8.2 |
35 |
29 |
Compound Normal Stress
(Continued)
|
8.2 |
36 |
May 1 |
Compound Shear
Stress
|
8.2 |
37 |
4 |
Compound Normal/Shear
Stress
|
8.2 |
38 |
6 |
Transformation of Plane
Stress
|
9.1, 9.2 |
39 |
8 |
Principal Normal Stresses & Maximum Shear Stresses |
9.3 |
40 |
11 |
Mohr’s Circle
|
9.4 |
41 |
13 |
Mohr’s Circle
(Continued)
|
9.4 |
42 |
15 |
Beam Deflection; Moment
– Equation
|
12.1, 12.2 |
43 |
18 |
Beam Deflections by
Singularity Functions
|
12.3 |
44 |
20 |
Singularity Functions
Method (Continued)
|
12.3 |
45 |
22 |
Statically Indeterminate
Beams
|
12.6, 12.7 |
Major Exam Dates:
Exam # 1 : Monday, March 18, 2002
,
6:30 p.m. ,
Bldg. 4-125
Exam # 2 : Monday, April 29, 2002
, 6:30
p.m. ,
Bldg. 6-125
Grade Distribution:
Quizzes : 5%
Class Work, Homework & Attendance : 15%
First Exam : 25%
Second Exam : 25%
Final Exam : 30%
Note: (1) The University regulations regarding excessive absences will be strictly adhered to in this course. See the Undergraduate Bulletin for details.
(2) All homeworks are to be submitted neatly with a cover page in due date. Late submission will not be accepted.
------------------------------------------------------------------------------------------------------
Spring
2001-2002
Homework
#
Problems from the text
#1 :
1-35, 41, 61, 67, 82, 82
#2 :
2-3, 3-1, 7, 26, 35, 37, 44
#3 : 4-4, 8, 15, 33, 38
#4 :
4-39, 46, 50, 72, 75, 88, 91
#5 :
10-43, 53, & 5-6, 12, 19
#6 :
5-40, 53, 61, 74, 78
#7 :
5-91, 98, 102, 106
#8 :
6-1, 7, 15, 25, 29, 36
#9 :
6-44, 47, 54, 73, 89
#10 :
7-5, 15, 24, 37, 39, 50
#11 :
8-3, 9, 23, 27, 29, 58, 60
#12 :
9-10, 16, 24, 37
#13 :
9-67, 71, 74, & 12-3, 16
#14 :
12-36, 39, 42, 46