The University of Akron
Department of Civil Engineering
Theory of Structures
Prof. Gunjin Yun
Course 4300:306
Fall 2013
Homework #6 (due 10/21)
NAME:_
P1 Use method of virtual work
Find the deflection
The University of Akron
Department of Civil Engineering
Theory of Structures
Prof. Gunjin Yun
Course 4300:306
Fall 2013
Homework #2 (due 9/13)
Solve the following problems
P1. Determine all reactions.
The University of Akron
Department of Civil Engineering
Theory of Structures
Prof. Gunjin Yun
Course 4300:306
Fall 2013
Homework #8 (due 11/11)
NAME:_
P1. Consider serially connected four springs. At
The University of Akron
Department of Civil Engineering
Theory of Structures
Prof. Gunjin Yun
Course 4300:306
Fall 2013
Homework #7 (due 10/28)
NAME:_
From P1 to P2, draw influence lines for the quant
The University of Akron
Department of Civil Engineering
Theory of Structures
Prof. Gunjin Yun
Course 4300:306
Fall 2013
Homework #6 (due 10/21)
NAME:_
P1 Use method of virtual work
Find the deflection
The University of Akron
Department of Civil Engineering
Theory of Structures
Prof. Gunjin Yun
Course 4300:306
Fall 2013
Homework #5: (due 10/14)
Solve the following problems
P1. Use the conjugate beam
The University of Akron
Department of Civil Engineering
Theory of Structures
Prof. Gunjin Yun
Course 4300:306
Fall 2013
Homework #4: (due 9/30)
P1. Use the double integration method. EI is constant. D
The University of Akron
Department of Civil Engineering
Theory of Structures
Prof. Gunjin Yun
Course 4300:306
Fall 2013
Homework #3 (due 9/23)
P1. Draw the shear and moment diagrams for each member of
The University of Akron
Department of Civil Engineering
Theory of Structures
Prof. Gunjin Yun
Course 4300:306
Fall 2013
Homework #2 (due 9/13)
Solve the following problems
P1. Determine all reactions.
The University of Akron
Department of Civil Engineering
Theory of Structures
Prof. Gunjin Yun
Course 4300:306
Fall 2013
Homework #1 (due 9/6)
1
The University of Akron
Department of Civil Engineering
Pavement Engineering
4300:465/565
Spring 2015
Assignment #5
Problem 1
A series of repeated triaxial tests were conducted to determine the resilient
modulus of an unbound granular material that will be
4300:465/565
Pavement Engineering
Spring 2015
Homework Assignment #6
Yixiang Li
Problem 1
A dynamic modulus (E*) test was conducted on an asphalt mixture specimen measuring 4 in
diameter and 6 in heig
Pavement Engineering
4300:465/565
Spring 2015
Assignment #4
Yixiang Li
Problem 1
The data shown below was obtained during a CBR test. Given that the piston has
a cross-sectional area of 3.0 in2.
Penet
1. Montmorillonitic clays
Different clay minerals exhibit greater or lesser degrees of swell potential based on their
specific chemistry. Montmorillonitic clays tend to exhibit very high swell potenti
Pavement Engineering
4300:465/565
Spring 2015
Assignment #2
Yixiang Li
Problem 1
Given a flexible pavement surface layer 8 inch thick resting on a semiinfinite subgrade, compute the surface deflection
Pavement Engineering
4300:465/565
Spring 2015
Assignment #3
Yixiang Li
Problem 1
The following axle load measurements were obtained from weighing a Class 9 truck empty and
full:
Given a flexible pavem
Pavement Engineering
4300:465/565
Spring 2015
Assignment #8
Due Friday May 1, 2015
Problem 1
You have been asked to design a pavement structure for a new interstate highway that will
be constructed in
Pavement Engineering
4300:465/565
Spring 2015
Assignment #4
Due Wednesday March 11, 2015
Problem 1
The data shown below was obtained during a CBR test. Given that the piston has
a cross-sectional area
4300:465/565
Pavement Engineering
Spring 2015
Homework Assignment #6
Due Wednesday April 1, 2015
Problem 1
A dynamic modulus (E*) test was conducted on an asphalt mixture specimen measuring 4 in
diame