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CEE 135B - Intermediate Structural Analysis
HOMEWORK #6
Due date: Tuesday, February 23, 2016
For the following problems use the moment distribution method to determine the information
requested for each structure.
Problem 1: The beam is subjected to the l
CEE 135B - Intermediate Structural Analysis
HOMEWORK #5
Due date: Tuesday, February 16, 2016
Problem 1: Determine the moments at the supports, then draw the moment diagram. Assume
B is a roller and A and C are fixed. EI is constant.
Problem 2: Determine t
CEE 135B - Intermediate Structural Analysis
HOMEWORK #3
Due date: Tuesday, February 2, 2016
Problem 1: Determine (approximately) the force in each member of the truss. Assume the
diagonals can support both tensile and compressive forces.
Problem 2: Draw t
CEE 135B - Intermediate Structural Analysis
HOMEWORK #3
Due date: Tuesday, January 26, 2016
Problem 1: Determine the substructures for the analysis of the symmetric and antisymmetric
responses of the structures shown below.
40kN
(a)
6m
3m
3m
E, I = consta
CEE 135B - Intermediate Structural Analysis
HOMEWORK #2
Due date: Tuesday, January 19, 2016
Problem 1: Determine the reactions at the supports, then draw the moment diagram. Assume
B and C are rollers and A is pinned. The support at B settles downward 0.2
CEE 135B - Intermediate Structural Analysis
HOMEWORK #1
Due date: Thursday, January 14, 2016
Problem 1: Determine the reactions at the supports, then draw the moment diagram for the
frame shown below. Consider the vertical reaction at A as the redundant f
QUIZ #1
Determine the reactions and draw shear and moment diagrams for the frame below. The support
wL4
at A settles
. Consider the vertical reaction at A as the redundant force. EI is constant.
24EI
L
B
C
L
w
A
Solution:
Determine the degree of indetermi
CEE 135B - Intermediate Structural Analysis (Winter 2016)
HOMEWORK #4 - SOLUTION
Problem 1:
1
2
Problem 2:
Assume that the point of inflection in span AB is located 0.2LAB = 6 ft to the left of support B. The
following shear and moment diagrams show the r
CEE 135B - Intermediate Structural Analysis (Winter 2016)
HOMEWORK #3 - SOLUTION
Problem 1:
(a)
(b)
(c)
1
Problem 2:
2
Problem 3:
4kN
12kN/m
E
B
1m
A
1m
4kN
12kN/m
B
E
E
B
1m
E
B
A
1m
A
1m
X2
X1
A
1m
1m
Compatibility equations:
1 11 X 1 12 X 2 0
2 21 X
135B Midterm
Avérage 76.35
Problem 1 ; 26.13
Problem 2 ; 17.58
Problem 3 ; 21.63
Problem 4 ; 11.03
I 00-96
95-91
90-86
85-8]
80-76
75 -7 I
70-66
65-6 I
6'0
Total
Zoo-had
N-hCOG)
40 CEE 135B xam February 14, 2007
a L. P. Felton
Use the displacemen
CEE 135B Homework #1 January 7, 2008
1. Refer to Problem 1 on the nal exam from 135A dated Dec. 13, 2007.
(a) Solve for the bar forces and deformations.
(b) Find vertical and horizontal components of displacement at D.
2. Refer to Problem 3 on the nal e
CEE 135B - Intermediate Structural Analysis
HOMEWORK #7
Due date: Thursday, March 3, 2016
Problem 1: Determine the stiffness matrix K for the truss. Take A = 0.0015 m2 and E = 200
GPa for each member.
Problem 2: For the truss given in Problem 1, determine