King Fahd University of Petroleum & Minerals
ARC 323
First Semester 2005 (Term 051)
Text: Simplified Engineering
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. 10 |
Forms of concrete structures, Design methods |
13.1 |
2 |
12 |
Strength of concrete, stiffness of concrete, creep, types of cements |
13.1 |
3 |
14 |
Reinforcement, stress-strain considerations. cover |
13.1 |
4 |
17 |
Spacing of bars, amount of reinforcement, standard reinforcing bars |
13.1 |
5 |
19 |
Beams, working stress method |
13.2 |
6 |
21 |
Example 1 on design of beams |
13.2 |
7 |
24 |
National Day |
|
8 |
26 |
Example 2 on design of beams |
13.2 |
9 |
28 |
Continue on Example 2 |
13.2 |
10 |
Oct. 01 |
Special beams |
13.3 |
11 |
03 |
T-Beams |
13.3 |
12 |
05 |
Design of T-beams |
13.3 |
13 |
08 |
Example 3 on T-beams |
13.3 |
14 |
10 |
Beams with compression reinforcement |
13.3 |
15 |
12 |
Example
4 |
13.3 |
16 |
15 |
Major Exam I |
|
17 |
17 |
Design
of one-way slabs |
13.3 |
18 |
19 |
Spanning
slabs |
13.4 |
19 |
22 |
Example on one way slab
|
13.4 |
20 |
24 |
Continue
on the example
|
13.4 |
21 |
26 |
Shear in beams
|
13.5 |
27-11 November |
Ramadan Vacation
|
|
|
22 |
Nov. 12 |
Shear in beams
|
13.5 |
23 |
14 |
Design for beam shear
|
13.5 |
24 |
16 |
Example on shear for beams
|
13.5 |
25 |
19 |
Development length for reinforcement
|
13.6 |
Lect. |
Date |
Subject
|
Section |
26 |
21 |
Example on development length
|
13.6 |
27 |
23 |
Hooks, Example on hooks
|
13.6 |
28 |
26 |
Concrete columns
|
15.1 |
29 |
28 |
General consideration for concrete columns
|
15.2 |
30 |
30 |
Approximate design of tied columns, example-1
|
15.3 |
31 |
Dec. 03 |
Example-2, example-3
|
15.3 |
32 |
05 |
Round columns, development of compressive
reinforcement
|
15.4 |
33 |
07 |
Footings
|
16.1 |
34 |
10 |
Wall-footing
|
16.2 |
35 |
12 |
Wall-footing
|
16.2 |
36 |
14 |
Major EXAM II
|
|
37 |
17 |
Column-footing
|
16.3 |
38 |
19 |
Column footing
|
16.3 |
39 |
21 |
Pedestals
|
16.4 |
40 |
24 |
Pedestals
|
16.4 |
41 |
26 |
Beams, strength design method
|
Notes, |
42 |
28 |
Beams, strength design method
|
Notes, |
43 |
31 |
Beams, strength design method
|
Notes, |
44 |
Jan 02 |
Beams, strength design method
|
Notes |
45 |
Jan. 04 |
Beams, strength design method
|
Notes |
Jan 05-Jan 20 |
Eid Al-Adhaah Vacation
|
|
|
46 |
|
Review
|
|
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.