CME 203 Quiz/Home Assignment 02 - Fall 2015 Due: 090915
15.3"— :1”
NAME: UIN:
( 1 ) A prismatic bar ABC having a brass portion AB and a steel portion BC is loaded by a 450
kN force and a distributed load p(x) = 900 kN/m as shown. The material properties a

CME 203
FINAL EXAM - SPRING 2009
050509
NAME:_UIN:_
1. Two cantilever beams AB and CB are hinged together at B as shown. Before the uniform
load is applied to AB the beams are perfectly aligned and straight.
(a) Determine the shear force R at the hinge if

CME 203
Quiz/Home Assignment 02 - Spring 2013
Due: 020113
NAME:_UIN:_
A prismatic bar ABCD of length L, cross-sectional area A, and modulus of elasticity E is
subjected to loads 5P, 3P, and P acting at points B, C, and D, respectively. Segments AB, BC,
an

CME 203 Quiz/Home Assignment 04 - Fall 2015 Due: 092315
I
a
‘- zir‘
NAME: UIN: a? "
( 1 ) A stepped shaft ABC having a steel segment AB and a brass segment BC is loaded by a
concentrated couple C = 1000 N.m at point C and a distributed couple c(x) = 3000

CME 203
Quiz/Home Assignment 04 - Spring 2013
Due: 021513
NAME:_UIN:_
(1) The assembly shown in the figure consists of a brass core (diameter d1 = 0.26 in. )
surrounded by a steel shell ( inner diameter d2 = 0.28 in., outer diameter d3 = 0.38 in. ). A
tor

CME 203
FINAL EXAM - SPRING 2009
050509
NAME:_UIN:_
1. Two cantilever beams AB and CB are hinged together at B as shown. Before the uniform load is applied to AB the beams are perfectly aligned and straight. (a) Determine the shear force R at the hinge if

CME 203 FINAL EXAM — FALL 2013 _ _ . . -~<-<-1-2~1313
-' 'F \
UIN: [5 ( 5'77
1. Beam AB is simply supported at A and B as shown. A concentrated couple M0 is applied at
B and the ﬂexure rigidity E1 of the beam is constant. (40%)
(a) Determine the reactions

' Two 6 in. wide wooden boards are to
bejoined by splice plates that will be fully
glued on the contact surfaces. The glue to
be used can safely provide a shear strength
of 120 psi. Determine the smallest
allowable length L that can be used for the
splice

CME 203 Quiz/Home Assignment 05- Fall 2014 _ Due: 100314
. - l .’ / "I
NAME:
A bracket ABC lying in a horizontal xy-plane and supported at A and B is made of two
geometrically identical solid bars. AB is steel and BC rigid. They are welded together at r

CME 203 Quiz/Home Assignment 06 - Fall 2014 Due: 101014
NAME: UIN:
A simple beam AB is loaded by a force, a couple and a segment of uniform load as shown in the
ﬁgure.
1. Determine the reactions at A and B.
2. Draw the complete shear and moment diagrams

CME 203 Final Exam - Fall 2012 f _ . 121412
NAME:_ _ _ UIN: “437%,? . g t
(1) Consider the cantilever beam #5 given in the attached Table H-l. Derive the expression
Pa2
6n = 6E1 (3L — a).
You may choose to use any method.
(2) For the 2-cantilever beam ABC

CME 203
NAME:
1. A prefabricated wood box-beam serving as a cantilever ﬂoorjoist is built up by screwing
together four 2 in. x 10 in. boards as shown in the ﬁgure. The wood screws have an
allowable load in shear of F = 500 lb each. Four rows of screws w

CME 203 Quiz/Home Assignment 03 - Fall 2014 Due: 091914
NAME: - ' UIN:
( 1 ) A piecewisely uniform bar ABCD of length L and modulus of elasticity E is subjected to a
single load P at D. Segments AB, BC, and CD have cross-sectional areas 2A, A, and 3A,
res

CME 203
Quiz 06 - Spring 2009
DUE:030909
NAME:_UIN:_
I pledge my honor that I have not sought unfair advantage over other students, including, but not
limited to giving or receiving unauthorized aid during this assignment. _
signature
Three wood beams, ea

CME 203
Quiz 07 - Spring 2009
DUE:031609
NAME:_UIN:_
I pledge my honor that I have not sought unfair advantage over other students, including, but not
limited to giving or receiving unauthorized aid during this assignment. _
signature
An element in plane

CME 203 - Spring 2013
CME 203 Strength of Materials Call Number 22578 LC D1
www.uic.edu/classes/cmeng/cmeng203cwu
Text: Mechanics of Materials (Eighth edition) James M. Gere
Https:/blackboard.uic.edu/webapps/login
& B. J. Goodno, Cengage Learning
Class: 0

CME 203
EXAM II - SPRING 2009
033009
NAME:_UIN:_
I pledge my honor that I have not sought unfair advantage over other students, including, but not
limited to giving or receiving unauthorized aid during this exam. _
signature
(1) Three wood beams, each of

CME 203
Quiz 08 - Spring 2009
Due:040609
NAME:_UIN:_
I pledge my honor that I have not sought unfair advantage over other students, including, but not
limited to giving or receiving unauthorized aid during this assignment. _
signature
Consider Case 9 of T

Chapter 8. Bending
1
8.1 Introduction
Beams are usually long (compared to their cross-sectional dimensions),
straight, prismatic members that support transverse loads, which are loads
that act perpendicular to the longitudinal axis of the member (Figure

P6.3 A hollow steel shalt with an outside diameter of 100 mm and a wall thickness of 10 mm is
subjected to a pure torque ofT= 5,500 Nm.
(a) Determine the maximtun shear stress in the hollow sha.
(b) Determine the minimum diameter of a solid steel shaft fo

P3.4 A 0.75-i11.-thick rectangular alloy bar is subjected to a tensile load P by pins at A and B as shown
in Figure P3.4f5. The width of the bar is w = 3.0 in. Strain gages bonded to the specimen measure the
following strains in the longitudinal (x) and t

University of Illinois at Chicago CME 203 10.24.2016 Midterm Exam II Fall 2016
Name: so). E Q
Problem 1 (50 points)
A compound shaft (Figure 1) consists of an aluminum alloy [G = 26 GPa] tube (1) and a solid bronze
[G = 45 GPa] shaft (2). Tube (1) has a l

University of Illinois at Chicago CME 203 11.14.2016 Midterm Exam 111 Fall 2016
Name: SOlUfllO
Problem 1
A cantilever beam AB supports a couple and a concentrated load, as shown in Figure 1.
Draw the shear-force and bending-moment diagrams for this beam.

University of Illinois at Chicago CME 203 09.28.2016 Midterm Exam | - Fall 2016
Name: . 0
Problem 1
The steel pipe column shown in Figure 1 has an outside diameter of 8.625 in. and a wall thickness of
0.25 in. The timber beam is 10.75 in wide, and the upp

1
Find Reactions and draw shear and moment diagrams
4
10 K-f
2
3
q
Draw shear and moment diagrams. EI=constant
q
L/2
L/2
4
A. Find Reactions. Draw Shear and moment diagrams
B. Given the cross section determine the max compression and tension
of the bendin