King Fahd University of Petroleum & Minerals
ARC 222
Second Semester 2006 (Term 052)
Text: Structural Analysis (4^{th} ed.) by R.C. Hibbeler
&
Elementary Structures for Architects and Builders by R.E. Shaeffer (4^{th} ed.)
Instructor: Dr. Salah U. alDulaijan
Office : 155416 Tel. : 8602850
Email : sud@kfupm.edu.sa
COURSE OUTLINE & SCHEDULE
Lect. 
Date 
Subject 
Section 
1 
Feb.13, 2006 
Types of structures and Loads 
1.1,1.3 
2 
15 
Determinacy and Stability 
2.4 
3 
17 
Determinacy and Stability 
2.4 
4 
20 
Determinacy and Stability 
2.4 
5 
22 
Determinacy and Stability 
2.4 
6 
24 
Application of the Equations of Equilibrium 
2.5 
7 
27 
Application of the Equations of Equilibrium 
2.5 
8 
Mar. 01 
Application of the Equations of Equilibrium 
2.5 
9 
04 
Application of the Equations of Equilibrium 
2.5 
10 
06 
Internal Loading at Specified Point 
4.1 
11 
08 
Internal Loading at Specified Point 
4.1 
12 
11 
Shear and Moment Functions 
4.2 
13 
13 
Shear and Moment Functions 
4.2 
14 
15 
Shear and Moment Functions 
4.2 
15 
18 
Shear and Moment Diagrams 
Ch.6 & 4.3 
16 
20 
Shear and Moment Diagrams 
Ch.6 & 4.3 
17 
22 
Shear and Moment Diagrams 
Ch.6 & 4.3 
18 
25 
EXAM I – Monday Evening


19 
27 
Arches

5.4 
20 
29 
Arches

5.4 
21 
April 01 
Three Hinged Arches

5.5 
22 
03 
Three Hinged Arches

5.5 
23 
05 
Flexural Stresses, Introduction

7.1 
24 
08 
Flexural Strain

7.2 
25 
10 
Flexural stress, flexural Formula

7.3, notes 
26 
12 
The Flexure Formula

7.3, notes 
Lect. 
Date 
Subject

Section 
27 
15 
" " (Continued)

7.3, notes 
28 
17 
Nature of Shearing Stress, Diagonal Tension and
Compression

8.1, 8.2 
29 
19 
Basic Horizontal Shearing Stress Equation

8.3 
30 
22 
Basic Horizontal Shearing Stress Equation

8.3 
31 
24 
Horizontal Shearing Stresses in Timber Beams

8.4 
32 
26 
Horizontal Shearing Stresses in Steel Beams

8.5 
33 
29 
Shear Flow

Notes 
34 
May 01 
Shear Flow

Notes 
35 
03 
EXAM II – Tuesday Evening


36 
06 
Compound Normal/Shear Stress

Notes 
37 
08 
Compound Normal/Shear Stress

Notes 
38 
10 
Beam Deflection; by Equation Formula

9.1, 9.3, 9.4 
39 
13 
Beam Deflection; by Equation Formula

9.4 
40 
15 
Beam Deflections by Integration Method

Notes 
41 
17 
Beam Deflections by Integration Method

Notes 
42 
20 
Beam Deflection by Singularity Functions Method

Notes 
43 
22 
Singularity Functions Method (Continued)

Notes 
44 
24 
Statically Indeterminate Beams by Superposition

9.5 
45 
27 
Statically Indeterminate Beams by Superposition

9.5 
Grade Distribution:
Class Work [Homework & Quizzes] : 10%
First Exam : 25%
Second Exam : 25%
Final Exam : 40%
Note: (1) The University regulations regarding
excessive absences will be strictly adhered to in this course. See the Undergraduate Bulletin. Each missed
class without excuse, a deduction of 0.5 point of the final mark will be
applies.
(2) All home works are to be submitted in a suitable engineering format with a cover page in due date. Late submission, without prior approval, will not be accepted.
(3) Do not copy home works. If you need any help, see me during office hours.