King Fahd University of Petroleum & Minerals

DEPARTMENT of ARCHITECTURE

ARC 222

Second Semester 2005 (Term 042)

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. al-Dulaijan

Office Location : 15-5416 Tel. : 860-2850

E-mail : sud@kfupm.edu.sa

Office Hours : Sat, Mon, and Wed from 11.00 am-12 Noon

COURSE OUTLINE & SCHEDULE

Lect.	Date	Subject	Section
1	Feb.12, 2005	Types of structures and Loads	1.1,1.3
2	14	Determinacy and Stability	2.4
3	16	Determinacy and Stability	2.4
4	19	Determinacy and Stability	2.4
5	21	Determinacy and Stability	2.4
6	23	Application of the Equations of Equilibrium	2.5
7	26	Application of the Equations of Equilibrium	2.5
8	28	Application of the Equations of Equilibrium	2.5
9	2^nd March	Application of the Equations of Equilibrium	2.5
10	05	Internal Loading at Specified Point	4.1
11	07	Internal Loading at Specified Point	4.1
12	09	Shear and Moment Functions	4.2
13	12	Shear and Moment Functions	4.2
14	14	Shear and Moment Functions	4.2
15	16	Shear and Moment Diagrams	Ch.6 & 4.3
16	19	Shear and Moment Diagrams	Ch.6 & 4.3
17	21	Shear and Moment Diagrams	Ch.6 & 4.3
18	23	EXAM I –
19	26	Arches	5.4
20	28	Arches	5.4
21	30	Three Hinged Arches	5.5
22	2^nd April	Three Hinged Arches	5.5
23	04	Flexural Stresses, Introduction	7.1
24	06	Flexural Strain	7.2
25	16	Flexural stress, flexural Formula	7.3, notes
26	18	The Flexure Formula	7.3, notes

Lect.	Date	Subject	Section
27	20	" " (Continued)	7.3, notes
28	23	Nature of Shearing Stress, Diagonal Tension and Compression	8.1, 8.2
29	25	Basic Horizontal Shearing Stress Equation	8.3
30	27	Basic Horizontal Shearing Stress Equation	8.3
31	30	Horizontal Shearing Stresses in Timber Beams	8.4
32	2^nd May	Horizontal Shearing Stresses in Steel Beams	8.5
33	04	Shear Flow	Notes
34	07	Shear Flow	Notes
35	09	EXAM II –
36	11	Compound Normal/Shear Stress	Notes
37	14	Compound Normal/Shear Stress	Notes
38	16	Beam Deflection; by Equation Formula	9.1, 9.3, 9.4
39	18	Beam Deflection; by Equation Formula	9.4
40	21	Beam Deflections by Integration Method	Notes
41	23	Beam Deflections by Integration Method	Notes
42	25	Beam Deflection by Singularity Functions Method	Notes
43	28	Singularity Functions Method (Continued)	Notes
44	30	Statically Indeterminate Beams by Superposition	9.5
45	1^st June	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.