Solutions
Laboratory 7
CEE 361
Fall, 2000
Prepared October 20, 2000
(in the interest of saving paper, the table of contents titled page will be placed on the same sheet)
Table of Contents
Topic
Page
-Hand Example
2
Programs / MATLAB Output
ud_webvect.m
ud
UNIVERSITY OF ILLINOIS AT URBANA-CHAMPAIGN
Civil and Environmental Engineering
CEE 361 - Methods of Structural Analysis
Fall Semester, 2000
Laboratory #6 Solutions
Problem 1: Writing the functions
There were 3 functions that had to be completed for this l
UNIVERSITY OF ILLINOIS AT URBANA-CHAMPAIGN
Civil and Environmental Engineering
CEE 361 - Methods of Structural Analysis
Fall Semester, 2000
Laboratory #5 Solutions
Problem 1: Writing the functions
There were 3 functions that had to be completed for this l
UNIVERSITY OF ILLINOIS AT URBANA-CHAMPAIGN
Civil and Environmental Engineering
CEE 361 - Methods of Structural Analysis
Fall Semester, 2000
Laboratory #4 Solutions
Problem 1: Complete the tutorial and submit the moment diagram.
In order to conserve paper
cfw_ = ( 1
UNIVERSITY OF ILLINOIS AT URBANA-CHAMPAIGN
Civil and Environmental Engineering
CEE 361 - Methods of Structural Analysis
Fall Semester, 2000
2
3
4
5
Ysin( )
Problem 1.1) Local to Global Transformation
The basis for the local to global transforma
Solutions to Computer Assignment #2
Problem 1: The Congruent Transformation
Part 1.] Example / Verication that the solution congruent
transformation code works. Note that the actual code that
corresponds to these examples is provided following the
compl
Solutions to Computer Assignment #1 D =
1770 1074 1682
1074 656 1024
1682 1024 1600
>> % A is symmetric and therefore D = B'*A*B is also symmetric
>> % Problem 1.3
>> A = [1 0; 0 0]
A =
Problem 1: Start playing with MATLAB. For fun, verify the fo