CEE 150
CEE 150
Mechanics of Materials
of Materials
Instructor:
Dr. Farzin Zareian
Dr. Farzin Zareian
1
1
Course outline
Course units: 4 units
Prerequisites: CEE 30 or ENGR 30, or MAE 30 (Statics)
Text Book:
Hibbeler, Mechanics of Materials, PEARSON (Pren
CEE 155
CEE 155
Structural Steel Design
Steel Design
Instructor:
Dr. Farzin Zareian
Dr. Farzin Zareian
1
1
Course outline
Course units: 4 units
Prerequisites: CEE 151
This means you know probability and statistics, statics, strength of
This means you know
METHODS IV: SYSTEMS ANALYSIS AND DECISION MAKING Allahviranloo,
Winter,2012
CEE111: METHODS IV: SYSTEMS ANALYSIS AND DECISION MAKING
Lab sessions instructor: Mahdieh Allahviranloo, Winter 2011.
1
Session 1:Linear problem optimization and examples
Linear p
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Grading:Totalof10Points
CEE 111 Winter 2010
Quiz 3
Quiz 3 Solution
A community plans to turn a tract of land comprising X x 106 acre-ft into an Irrigation District to
produce cash crops. The proposed Irrigation District is located downstream of two rivers
Name_
Student Number _
CEE 111 Winter 2010
Quiz 1 Solution
Grading:Totalof10points.
Consider the following linear programming problem:
05pts:Identifiedpivotrowand
columncorrectly.
Maximize Z 140 x1 160 x2
subject to:
58pts:Identifiedpivotrowand
columncorr
SOLUTION
CEE 111 Midterm Exam
Winter 2010
February 17, 2010
Closed Book, Closed Notes
Instructions: Answer all questions in the space provided. Show all work. Justify your
answers.
Problem 1. (20 total points)
A city is growing in population and the publi
CEE 111 Design Exercise 6
Winter 2012
Due March 19, 2012
Work independently!
Consider the reinforced concrete beam shown below:
b
50 ft
P = 6K
d
100 ft
2.5 in
As
Beam Cross-Section
The beam is to be designed to resist a maximum moment of M D 300 K-ft at l
Design Exercise 5:
With Given explanations I was able to transform equations that are satisfied with
respect to the diameter for the core and diameter for steel reinforcing bars.
P Ag (0.225 f c + f s pg )
0.1 As / Ag 0.08
As 1.86 in2
d 12
4
a
s
Ag 1 f
0
CEE 111 Design Exercise 5
Winter 2012
Due March 12, 2012
Work Independently!
Reinforced concrete columns normally contain longitudinal steel bars and are designated
by the type of lateral bracing provided for these bars. Spiral columns have the bars (and
Microsoft Excel 14.0 Answer Report
Worksheet: [Book3]Aluminum
Report Created: 1/22/2012 1:34:12 PM
Result: Solver found a solution. All Constraints and optimality conditions are satisfied.
Solver Engine
Solver Options
Objective Cell (Min)
Cell
Name
$E$4 M
Given Table
Material
Aluminum
Stainless Steel
Carbon Steel
Yield
E
35000
40000
30000
Cost
10200000
27600000
29000000
LA*D*A
Density
$1.05
$1.85
$0.40
0.1
0.292
0.284
LB*D*A
18
52.56
51.12
CostA
30
87.6
85.2
*When using excel Solver there where difficultie
CEE 111 Design Exercise 3
Winter 2012
Due: February 6, 2012
Work independently!
The three major sources of total suspended particles (TSP) within a community are: 1)
two coal-burning power plants, and 2) the kilns of a cement manufacturing plant. Each
ton
CEE 111 Design Exercise 2
Winter 2012
January 30, 2012
Work independently!
Consider the structural wide-flange (WF) beam shown in the figure below:
65,000LB
135,000LB
A
B
C
5ft
D
5ft
10ft
The wide-flange beam is to be designed to carry a total load of 200
CEE 111 Design Exercise 1
Winter 2012
Due January 23, 2012
Work independently!
The simple plane truss shown in Figure 1 is to be designed to carry a load of 2,000 pounds
applied at joint 2. The members of the truss are to be comprised of bars of circular
MGMT 189: Operations Management
Class 9
Monday February 6
Prof Shuya Yin
Paul Merage School of Business
UC Irvine, Winter 2012
Outline of Class 9
Discuss:
Quality Management (Chapter 9)
Quality Management: Basic Concepts
Total Quality Management:
Managing