Objective
Read in the name of Thy Lord,
Who Created
Subject Details
Course Title:
Mechanics of Materials II
Course Code:
ME 323
Credit Hours:
3
Program
BSME
Semester :
Spring 2022
Resource Person:
Dr. Tariq Mahmood
Contacts:
tariqmahmood@umt.edu.pk
Learning
PLO 12 Lifelong
CLOs
PLO 1 Engg . Knowledge
PLO 2 Problem Analysis
PLO 3 Solution Design
PLO 4 Investigation
PLO 5 Mod. Tool Usage
PLO 6 Engr. & Society
PLO 7 Env. & Sust.
PLO 8 Ethics
PLO 9 Team Work
PLO 10 Communication
PLO 11 Proj. Mgmt.
Semester: Sixth Semester
Course Code: ME 323
Course Title: Mechanics of Material-II
Course Learning Outcomes (CLOs) and their Mapping to Program Learning Outcomes (PLOs):
1. Explain the concepts of strain energy, virtual
work, fatigue and creep. (C2)
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2. Explain theories of failure of materiel. (C2)
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3. Analyze principal stresses and strains for
combined loading problems in two and three
dimensional stress systems. (C4)
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4. Analyze thick walled cylinder for radial and
hoop stresses (C4)
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CLOs▼
3
4
1
2
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Final Exam
Midterm Exam
Assignment 2
Assignment 1
Quiz 4
Quiz 3
Quiz 2
Quiz 1
Mapping of CLOs to Direct Assessments
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Grade Evaluation Criteria
Components
Marks
Assignments
10
Quizzes
15
Mid Term Exam
25
Final Exam
50
Total
100
Course outline:
Analysis of stress and strain in two and three
dimensions, Principal stresses and strains, Mohr’s
circle for stress and strain, Thick walled pressure
vessels, Symmetrical and asymmetrical loading,
Introduction to fracture mechanics, Impact loading,
Fatigue and creep, Virtual work, Theories of elastic
failure, Theory of columns.
Textbooks
Benham P.P. & Crawford R.J. Mechanics of Engineering
Materials, 2nd edition, Pearson Prentice Hall, 1996.
James M. Gere. Mechanics of Materials, 7th edition,
Cengage Learning, 2008.
Reference Books:
Ferdinand P. Beer, E. Rullel Johnston and John T. DeWolf.
Mechanics of Materials, 7th edition, McGraw Hill
Education, 2014. ISBN: 978-0073398235
R.C. Hibbeler. Mechanics of Materials, 8th edition, Prentice
Hall, 2010.
Plane Stress
Transformation Equations
1. Stress elements and plane stress.
2. Stresses on inclined sections.
3. Transformation equations.
To obtain a complete picture of the stresses in a bar, we must
consider the stresses acting on an “inclined” section through the
bar.
Because the stresses are the same throughout the entire bar,
the stresses on the sections are uniformly distributed.