King Fahd University of Petroleum & Minerals
ARC 323
First Semester 2004 (Term 041)
Text: Simplified Engieering for Architects and Builders by James Ambrose
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 |
Sep. 11 |
Forms of concrete structures, Design methods |
13.1 |
|
2 |
13 |
Strength of concrete, stiffness of concrete, creep, types of cements |
13.1 |
|
3 |
15 |
Reinforcement, stress-strain considerations. cover |
13.1 |
|
4 |
18 |
Spacing of bars, amount of reinforcement, standard reinforcing bars |
13.1 |
|
5 |
20 |
Beams, working stress method |
13.2 |
|
6 |
22 |
Example 1 on design of beams |
13.2 |
|
7 |
25 |
Continue on Example 1 |
13.2 |
|
8 |
27 |
Example 2 on design of beams |
13.2 |
|
9 |
29 |
Continue on Example 2 |
13.2 |
|
10 |
Oct. 02 |
Special beams |
13.3 |
|
11 |
04 |
T-Beams |
13.3 |
|
12 |
06 |
Design of T-beams |
13.3 |
|
13 |
09 |
Example 3 on T-beams |
13.3 |
|
14 |
11 |
Beams with compression reinforcement |
13.3 |
|
15 |
13 |
Example
4 |
13.3 |
|
16 |
16 |
Design
of one-way slabs |
13.3 |
|
17 |
18 |
Spanning
slabs |
13.4 |
|
18 |
20 |
Example on one way slab
|
13.4 |
|
19 |
23 |
Continue
on the example
|
13.4 |
|
20 |
25 |
Shear in beams
|
13.5 |
|
21 |
27 |
Shear in beams
|
13.5 |
|
22 |
30 |
Major Exam I
|
|
|
23 |
Nov. 3 |
Design for beam shear
|
13.5 |
|
24 |
20 |
Example on shear for beams
|
13.5 |
|
25 |
22 |
Development length for reinforcement
|
13.6 |
|
26 |
24 |
Example on development length
|
13.6 |
|
Lect. |
Date |
Subject
|
Section |
|
27 |
27 |
Hooks, Example on hooks
|
13.6 |
|
28 |
29 |
Concrete columns
|
15.1 |
|
29 |
Dec. 01 |
General consideration for concrete columns
|
15.2 |
|
30 |
04 |
Approximate design of tied columns, example-1
|
15.3 |
|
31 |
06 |
Example-2,
example-3
|
15.3 |
|
32 |
08 |
Round columns, development of compressive
reinforcement
|
15.4 |
|
33 |
11 |
Footings
|
16.1 |
|
34 |
13 |
Wall-footing
|
16.2 |
|
35 |
15 |
Wall-footing
|
16.2 |
|
36 |
18 |
Major EXAM II
|
|
|
37 |
20 |
Column-footing
|
16.3 |
|
38 |
22 |
Column footing
|
16.3 |
|
39 |
25 |
Pedestals
|
16.4 |
|
40 |
27 |
Pedestals
|
16.4 |
|
41 |
29 |
Beams, strength design method
|
Notes |
|
42 |
Jan. 01 |
Beams, strength design method
|
Notes |
|
43 |
03 |
Beams, strength design method
|
Notes |
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.