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
JOB# M
DATE ML
_. INITIALS
SHEET #JL
0
F49: F_§T%:{\O%_ o 3/5 3/9 I] O WAT *
o L o 4W \ 0 >8 0 g
EANAT
- 3_ 2W» 105(7 WAT UméMQAF
(A 3 [E v t a Z
40m 4.29;: o ~wét20<XAT
AM; _ [_oe(2 pa
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
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
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
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 ea
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.
CEE 135B - Intermediate Structural Analysis
HOMEWORK #2
Due date: Thursday, January 25, 2018
Problem 1: The trussed beam supports the uniform distributed loading. If all the truss
members have a cross
CEE 135B Midterm
February 16, 2017 Thursday
Exam time: 8 AM to 9:50 AM
This is a closed-book exam. Please show all of your work in the exam booklet for full credit.
You may use a cheat sheet (8.5 x 11
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.
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
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 xa
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
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 suppor
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
CEE 135B Intermediate Structural Analysis
Homework #1
Due: Thursday, January 18, 2018 by 5 PM
Problem 1: Determine the support reactions and draw the bending moment diagram and
deflected shape. B and