CEE 220
Due: May 16th
Homework No. 7 Solution
Spring 2016
Reading Assignments:
Please read the Torsion and Beam handouts.
Problem Set
For all problems, write a problem statement, provide sketches, and comment on your thought process.
Draw free body diagra
CEE 220
Due: April 18th
Homework Assignment No. 3
Spring 2016
Reading Assignments:
Please read the Stress and Pressure Vessel handouts.
Problem Set
For all problems, write a problem statement, provide sketches, and comment on your thought process.
Draw fr
CEE 220
Due: April 25th
Homework Assignment No. 4
Spring 2016
Reading Assignments:
Please read the Strain handout.
Problem Set
For all problems, write a problem statement, provide sketches, and comment on your thought process.
Draw free body diagrams as a
CEE 220
Due: May 9th
Homework No. 6 Solution
Spring 2016
Reading Assignments:
Please read the Failure theories handouts.
Problem Set
For all problems, write a problem statement, provide sketches, and comment on your thought process.
Draw free body diagram
CEE 220
Due: May 30th
Homework Assignment No. 9
Spring 2016
Reading Assignments:
Please read the Beam handouts and start reviewing.
Problem Set
For all problems, write a problem statement, provide sketches, and comment on your thought process.
Draw free b
CEE 220
Homework
Due: April 4th
Assgn. No. 1 - Solution
Spring 2016
Reading Assignments:
1) Class Syllabus
2) 1-D Elasticity Handout
3) Hibbeler, Sections1.1-1.4, 1.6, and 4.1-4.2
Problem Set
Following the homework guidelines listed in the class syllabus,
CEE 220
Due: April 11th
Homework Assignment No. 2
Spring 2016
Reading Assignments:
Please read the Stress handout.
Problem Set
For all problems, write a problem statement, provide sketches, and comment on your thought process.
Draw free body diagrams as a
CEE 220
Due: May 23th
Homework Assignment No. 8
Spring 2016
Reading Assignments:
Please read the Beam handouts.
Problem Set
For all problems, write a problem statement, provide sketches, and comment on your thought process.
Draw free body diagrams as appl
CEE 220
Due: March 2nd
Homework Assignment No. 5
Spring 2016
Problem Set
For all problems, write a problem statement, provide sketches, and comment on your thought process.
Draw free body diagrams as applicable. Use the figures in your textbook indicated
Tensors
CEE 501
Notes
A common operation in vector analysis is to determine the component of one vector in the direction of
another. For example, in the figure below we wish to determine the component of the vector b along the
direction of the vector a, d
Variational Calculus
CEE 501
Supplemental Handout
The calculus of variations is a collection of techniques and theorems making it possible to extend the
methods and results of ordinary calculus (which treats functions of scalar variables) to the case of f
CEE 379
Beam Analysis
Notes
This handout presents the various ingredients of generalized beam analysis using a stiffness-based approach. It is assumed that the basics of beam analysis are familiar from other coursework such as statics
and mechanics of mat
Plane Frame Elements
CEE 379
Notes
Frame elements can be thought of as combining the characteristics of beam and truss elements, and our
task here is to work through the details of forming this combination. As usual, once we have characterized
the behavio
Truss Analysis
CEE 379
Notes
Trusses belong to the class of structural systems in which the principal load carrying mechanism is axial
tension and compression. An idealized truss model typically assumes all joints act like pins and all loads are
applied a
1-D Elasticity
CEE 501
Notes
This handout presents the basic concepts and analytical framework associated with engineering solid
mechanics considered in the simple context of 1-Dimensional systems. Although this is not a particularly
useful class of model
CEE 501
1-D Spring Characterization
Supplemental Notes
This handout presents a classical matrix structural analysis derivation of the force-displacement relation
for a simple 1-D spring, illustrating the consistent combination of kinematics, equilibrium,
CEE 379
1-D Structural Analysis
Notes
The majority of the basic concepts and issues associated with structural analysis can be considered in
the simple context of 1-Dimensional structural systems, i.e., structural systems in which all members are
aligned
1D Elasticity Example
CEE 501
Notes
This short document contains a transcript of the simple 1D-elasticity approximate solution example done in
class using Mathematica.
In[1]:=
n[x ] := x * (x L)
In[2]:= n[1]
Out[2]= 1 L
In[3]:= Q1 := Integrate[n[x] * sin[
CEE 456 Structural Analysis
Assigned 5/27/2015
HW 8
Due 6/5/2015
Problem 1
12 kips
3
10 kips
9 ft
b
2
4
13 ft
a
1
5
20 ft
20 ft
a) For the frame shown above, compute by hand [kfu], [kmu], and [km] for members a and b using E =
30,000 ksi, I = 125 in4, and
CEE 456 Structural Analysis
Assigned 5/19/2015
HW 7
Due 5/28/2015
Problem 1
The deflection curve for a cantilevered beam, fixed at x=0 and free at x=L, is given by the equation
0 4
1 3
2
=
[sin ( ) ( ) + ( ) ( )]
4
6
2
a) Described the load acting on
CEE 456 Structural Analysis
Assigned 04/14/2015
HW 3
Due 04/21/2015
Problem 1
Draw the shear and moment diagrams for the beam shown below. Note the value and location of the
maximum shear and moment for each span, and sketch the displaced shape.
Problem 2
CEE 456 Structural Analysis
Assigned 3/31/2015
HW 1
Due 4/7/2015, 5:30 pm
The first four problems in this assignment are designed to allow you to brush up on your statics and
mechanics of materials basics. We will build on these skills throughout the quar
CEE 456 Structural Analysis
Assigned 04/7/2015
HW 2
Due 04/14/2015
Problem 1
Draw the shear and moment diagrams for the beam shown below. Note the value and location of the
maximum shear and moment for each span, and sketch the displaced shape. The reacti
CEE 456 Structural Analysis
Assigned 04/21/2015
HW 4
Due 04/28/2015
Problem 1
In the structure below, Element a is subjected to linearly varying distributed load that has values of bo at
the left and b1 at the right, Element b is subjected to a uniform di
CEE 456 Structural Analysis
Assigned 04/28/2015
HW 5
Due 05/5/2015
Problem 1
For the truss shown below with all members being square steel tubes with E = 29,000 ksi. Bars
b, e, and g have area A = 5 in2, rx = ry = 2.2 in., while all other bars have area A