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