MECHANICS OF SOLIDS
CIVE 2200
Lecture Notes
Lecture 11: Stress Transformation
Carleton University
Department of Civil and Environmental Engineering
Dr. Ehab Zalok
Example 1
Cross-section area = 1000mm
Determine the normal and shear stress on the inclined
Mechanics of Solids- CIVE 2200 (A9)
Lab #2
Laura Moncada- 100830814
Shehani Serasinghe- 100795105
26, September, 2011
Monday PM
Table 1: Lengths and section modulus calculations for beam A and B
Beam
b
h
S
L1
3
(mm)
(mm)
(mm )
(mm)
A
12.82
12.68
343.5
531
Final Lab Report
Concrete Mix Design and Concrete Cylinder Test
CIVE 2700 Civil Engineering Materials
Group A6
Submitted By: Catrina Pastore 100823358; and
Thakshika Rathnasooriya 100822377
Date of Submission: November 30th 2011
A. INTRODUCTION
Concrete i
[email protected]
So who is this guy whos showing
us a picture of a mountain.
PASS facilitator for ECOR 1101
A student just like you
2nd year Mechanical Engineering Student
Took this course with Professor Vandenberg
Did very well in this
ECOR 1101 Mechanics I
Sections D and E
Jack van den Berg
Lecture 18 Absolute and Relative Motion
(Chapter 9: Sections 9.9-9.10)
March 22, 2016
9.9 Absolute Dependent Motion Analysis of Two
Particles
In kinematics, the motion of one particle can
often dep
MECHANICS OF SOLIDS I
CIVE 2200 - Lecture Notes
Lecture 3: Axially Loaded Members
Chapter 4 (4.1-4.3, 4.6-4.7)
Carleton University
Department of Civil and Environmental Engineering
Elastic Deformation of Axially Loaded Members
Total change in length:
L
(
CIVE2700 Civil Engineering Materials
Lab #2
Stub Column Test
Lab Period:
Group:
Date Performed:
Date Submitted:
Introduction:
1
In this experiment, the objective is to determine the average stress-strain
relationship over the complete cross-section of a s
MECHANICS OF SOLIDS
CIVE 2200
Lecture Notes
Lecture 1: Stress and Strain
Carleton University
Department of Civil and Environmental Engineering
Dr. Ehab Zalok
Body in Static Equilibrium.
Take a section across the body.
S1, S2, S3 are internal forces.
If
ECOR 1101 Mechanics I
Sections D and E
Jack van den Berg
Lecture 17 Curvilinear Motion (n-t, r-theta)
(Chapter 9: Sections 9.7-9.8)
March 17, 2016
9.7 Curvilinear Motion: 2-D Normal and Tangential
Components
When a particles path of
motion is known, it i
MECHANICS OF SOLIDS I
CIVE 2200 - Lecture Notes
Lectures 1 and 2: Stress and Strain
Chapter 1 (1.1 1.7)
Chapter 2
Carleton University
Department of Civil and Environmental Engineering
(notes from prof. Heng Kho)
Chapter 1: Stress
Body in Static Equilibriu
ECOR 1101 Mechanics I
Sections D and E
Jack van den Berg
Lecture 19 Kinetics F = ma (x, y, z)
(Chapter 10: Sections 10.1-10.4)
March 24, 2016
Kinetics of a Particle
Kinetics is the study of the relationship between
the change in motion of a body and the
Q1 Popov # 16.24
An allowable axial load for a 4 m long pin ended column of a certain linearly elastic material is 20 kN. Five
different columns made of the same material and having the same cross-section have the supporting conditions
shown below. Using
CARLETON UNIVERSITY
DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
Mechanics of Solids CIVE 2200 (Fall 2010)
COURSE OUTLINE
DRAFT outline, final version will be distributed during the first week of classes.
The objective of this course is to introduce
MECHANICS OF SOLIDS
CIVE 2200
Lecture Notes
Lecture 11: Stress Transformation
Carleton University
Department of Civil and Environmental Engineering
Dr. Ehab Zalok
Example 1
Cross-section area = 1000mm
Determine the normal and shear stress on the inclined
MECHANICS OF SOLIDS
CIVE 2200
Lecture Notes
Lecture 8:
Torsion of Circular Members
&
Closed Thin Walled Tubes
Carleton University
Department of Civil and Environmental Engineering
Dr. Ehab Zalok
Torsion
A torque or twisting moment is a moment about the l
The Department of Civil and
Environmental Engineering
Mechanics of Solids (I) - CIVE 2200A
Lab 5
Columns
CD
1008
Section A1
Wednesday, November 20, 2013
Purpose
The purpose of this laboratory experiment is to study the effects of axial compression on a
sl
The Department of Civil and
Environmental Engineering
Mechanics of Solids (I) - CIVE 2200A
Lab 3
Bending
CD
1008
Section A1
Wednesday, November 6, 2013
Beam
A
B
b (mm) h (mm) L (mm)
aL (mm)
18.93
5.008
821
350
18.93
5.008
820
410
Table 1 Recorded measurem
The Department of Civil and
Environmental Engineering
Mechanics of Solids (I) - CIVE 2200A
Lab 1
Strength and Behavior of Engineering Materials
CD
1008
Section A1
Wednesday, September 25, 2013
Dimension
(mm)
Material
Steel
Area (mm2)
Failure
Load
(Mpa)
Ul
The Department of Civil and
Environmental Engineering
Mechanics of Solids (I) - CIVE 2200A
Lab 2
Strain Gauges
CD
1008
Section A1
Wednesday, November 6, 2013
Published Values
'
Material
Poisson s Ratio ( v )
Youn g' s Modulus ( E )
(GPa)
Aluminum
0.35
0.3
CIVE 2200
Mechanics of Materials
100 kN Instron 5582
60
.
Text
(5)
*Note that the maximum number of sheet specified for the report is in addition to any
printout from the testing machine such as the stress-strain graph
CIVE 2200
Mechanics of Materials
Tex
STAT 2507
Assignment # 1 (Chapters 1&2)
Last Name -
Fall 2015
First -
Student #
Lab session (Important)
Due: Thursday October 1 in class; NO LATE ASSIGNMENT ACCEPTED
Total of marks=100.
Part I. Lab Questions. Use only the blanks left to answer lab quest
CIVE 2200
Mechanics of Materials
100 kN Instron 5582
60
.
(5)
*Note that the maximum number of sheet specified for the report is in addition to any
printout from the testing machine such as the stress-strain graph
CIVE 2200
Mechanics of Materials
CIVE 220