King Fahd
University of Petroleum & Minerals
CIVIL ENGINEERING DEPARTMENT
CE 203: STRUCTURAL MECHANICS I (Sections 01)
Text: Mechanics of
Materials (5th ed.) by R.C. Hibbeler (2003)
Instructor: Dr. Husain J. Al-Gahtani Office
Hours: 9 -10 S, M & W
Office :
16-116
9-11 Su & 10-11 W
Tel. : 2769
COURSE OUTLINES
& SCHEDULE
First
Semester 2004-2005 (Term 041)
Lect. |
Date |
Subject |
Section |
HW |
Remarks |
1 |
Sep.11, 04 |
Introduction, Equilibrium |
1.1, 1.2 |
1-7, 1-61, |
Due on |
|
2 |
13 |
Stress; Normal Stress |
1.3, 1.4 |
1-71 |
Lec. 6 |
|
3 |
15 |
Average Shear Stress & Bearing Stress |
1.5 + Notes |
|
|
|
4 |
18 |
Allowable Stress; Design of Simple Connections |
1.6, 1.7 |
1-90,1-93 |
Due on |
|
5 |
20 |
Solved Problems |
1.7 |
2-7, 3-15, 3-30 |
Lec. 9 |
|
6 |
22 |
Def. of Strain, Stress-Strain
Diagrams |
2.1,2.2,3.1,3.2 |
|
|
|
7 |
25 |
Hooke’s Law; Material Behavior;
Poisson’s Ratio |
3.3, 3.4, 3.6 |
|
|
|
8 |
27 |
Deformation of Axially Loaded
Members |
4.2, 4.3 |
|
|
|
9 10 |
29 30 |
Statically Indet. Axially Loaded Members
Thermal Stresses and Thermal Strain |
4.4, 4.5 4.6 |
|
|
|
11 |
Oct. 02 |
Thermal Stress (Continued) |
4.6 |
|
|
|
12 |
04 |
Stress Concentrations |
4.7 |
|
|
|
13 |
06 |
Stress Components Under General
Loading |
1.3 |
|
|
|
14 |
09 |
Generalized Hooke’s
Law |
10.6 |
|
|
|
15 |
11 |
Exam 1 |
1.2 - 4.7 |
|
|
|
16 |
13 |
Torsion of Circular Shafts |
5.1, 5.2 |
|
|
|
17 |
16 |
Transmission Shafts and
Gears
|
5.3 |
|
|
|
18 19 |
18 20 |
Transmission Shafts and
Gears-Cont.
Angle of Twist |
5.3; 5.4 5.4 |
|
|
|
20 |
23 |
Statically Indeterminate
Shafts
|
5.5 |
|
|
|
21 22 |
25 27 |
Torsion of Solid
Non-Circular Sections
Twisting of Thin-Walled Closed Sections |
5.6 5.7 |
|
|
|
23 |
30 |
Twisting of Thin-Walled
Closed Sections (Continued)
|
5.7;11.4 |
|
|
|
24 25 |
Nov. 01
03 |
Shear & Bending Moment Diagrams
Shear & Bending Moment Diagrams |
6.1, 6.2 6.2 |
|
|
|
|
4 -19 November |
Eid AlFitr Holiday |
|
|
|
|
26 |
Nov. 20 |
Shear & Bending Moment Diagrams |
6.2 |
|
|
|
27 28 |
22 24 |
Bending Stresses in Straight Beams
The Flexure Formula
|
6.3 6.4 |
|
|
|
29 |
27 |
The Flexure Formula
-Cont.
|
6.4 |
|
|
|
30 31 |
29
Dec. 01 |
Shear in Straight Beams,
Shear Formula
Shear Stress in Beams
|
7.1, 7.2 7.3 |
|
|
|
32 |
04 |
Shear Flow ; Design
Applications
|
7.4, 11.1,11.2 |
|
|
|
33 |
06 |
EXAM II
|
10.6 & 5.1-6.4 |
|
|
|
34 |
08 |
Stresses in Thin-Walled
Pressure Vessels |
8.1;8.2 |
|
|
|
35 |
11 |
Compound Normal Stress
|
8.2 |
|
|
|
36 37 |
13 15 |
Compound Shear Stress
Compound Normal/Shear
Stress
|
8.2 8.2 |
|
|
|
38 |
18 |
Transformation of Plane
Stress
|
9.1, 9.2 |
|
|
|
39 40 |
20 22 |
Principal Normal Stresses & Maximum Shear Stresses Mohr’s Circle |
9.3 9.4 |
|
|
|
41 |
25 |
Mohr’s Circle
(Continued)
|
9.4;9.5;9.7 |
|
|
|
42 43 |
27 29 |
Beam Deflection; Moment –
Curvature Equation
Beam Deflections by
Singularity Functions |
12.1, 12.2 12.3;12.6 |
|
|
|
44 |
Jan. 01 |
Singularity Functions
Method (Continued)
|
12.6 |
|
|
|
45 |
03 |
Statically Indeterminate
Beams
|
12.6 |
|
|
|
Grade Distribution:
Attendance, Homework & Quizzes : 15%
First
Exam : 25%
Second
Exam : 25%
Final
Exam : 35%
Note:
-
The University regulations regarding excessive absences will be strictly
adhered to in this course.
-
All homeworks are to be submitted neatly with a cover page in
due date (as specified above).
-
Do not copy homework. If you need any help, see me.
-
Always
check the course homepage (http://faculty.kfupm.edu.sa/CE/hqahtani)
to get useful course information such as announcements,
hwproblems & solutions, deadlines, handouts, etc.
|