King Fahd University of Petroleum & Minerals

DEPARTMENT of ARCHITECTURE

 

ARC 222

 

Second Semester 2006 (Term 052)

 

Text: Structural Analysis (4th ed.) by R.C. Hibbeler &

Elementary Structures for Architects and Builders by R.E. Shaeffer (4th ed.)

 

Instructor: Dr. Salah U. al-Dulaijan

Office : 15-5416 Tel. : 860-2850

E-mail : 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.