Syllabus - CVEN 305
Mechanics and Materials


General Information


Instructor: Dr. E.W. Sandt
Grader: Jaydeep Pendse
Office: 207 CVEN Building
Office: 010 CVEN Building
Phone #: 458-4780
Phone #: 845-1949
Office Hours: 1:30pm-3:30pm M-F

Office Hours: 3:00pm-4:00pm Th & F
Email :
esandt@stommel.tamu.edu

Email :
jdp8123@unix.tamu.edu
URL : stommel.tamu.edu/~esandt/
URL :

The class grade is determined as the follow percentages. The grade follows the standard method 90-100 A , 80-89 B , 70-79 C , 60-69 D , and below 60 F .


Percentage of Final Grade
Homework 30 %
Exam 1 20 %
Exam 2 20 %
Final 30 %


Homework will be assigned every week and will be collected at the beginning of class on Wednesday. This is a problems course, and you are going to do problems. However, you can work in groups on the homework. I want you to learn the material.



Textbook: Gere , Mechanics of Materials, Fifth Edition 2001



Outline


Date Topic Reading
Aug. 28 -
Sept. 1
Syllabus & grading; Introduction and overview of normal stress and strain; Mechanical properties; Elasticity, plasticity, and creep; Linear elasticity, Hooke's Law, Poisson's ratio; Read 1.1 - 1.5
Sept. 4 -
Sept. 8
Shear stress and strain; Allowable stresses and allowable loads; Design for axial loads and direct shear. Introduction; Changes in length of axially loaded members. Stresses through variable shapes. Read 1.6 - 1.8
Read 2.1 - 2.2
Sept. 11 -
Sept. 15
Changes in length of nonuniform bars; Statically indeterminate structures; Thermal effects; Stress on inclined sections. Read 2.3 - 2.6
Sept. 18 -
Sept. 22
Introduction; Torsional deformation of a circular bar; Circular bars of linearly elastic material; Nonuniform torsion; Stresses and strain in pure shear. Read 3.1 - 3.5
Sept. 25 -
Sept. 29
Relationship between moduli of elasticity E and G; Transmission of power by circular shafts; Statically indeterminate torsional members. Introduction; Type of beams loads and reactions. Read 3.6 - 3.8
Read 4.1 - 4.2
Oct. 2 -
Oct. 6
Shear forces and bending moments; Relationships between loads, shear forces, and bending moments; Singularity functions; Shear-force and bending moment diagrams. Read 4.3 - 4.4
Oct. 9 -
Oct. 13
Finding the centroid and moment of inertia for built-up sections; Pure bending and nonuniform bending; Curvature of a beam; Longitudinal strains in beams; Normal stress in beams; Design of beams for bending stresses. EXAM 1 Read 5.1 - 5.6
Oct. 16 -
Oct. 20
Shear stresses in beam of rectangular cross-section; Shear stresses in beams of circular cross-section; Shear stresses in the webs of beams with flanges; Built-up beams and shear flow. Connections and welds. Read 5.8 - 5.11
Oct. 23 -
Oct. 27
Introduction; Principle stresses and Mohr's circle for plane stress; Hooke's law for plane stress; Read 7.1 - 7.3
Oct. 30 -
Nov. 3
Using Mohr's circle for plane strain and converting from stress and strain. Introduction; Spherical pressure vessels; Cylindrical pressure vessels. Read 7.4 - 7.5
Read 8.1 - 8.3
Nov. 6 -
Nov. 10
Maximum stresses in beams; Combined loadings; Introduction; Differential equations of the deflected curve. Read 8.4 - 8.5
Read 9.1 - 9.3
Nov. 13 -
Nov. 17
Using singularity functions and superposition to find the deflection. Introduction; Types of statically indeterminate beams; Analysis by the differential equations of the deflection curve. Read 9.5
Read 10.1 - 10.3
Nov. 20 -
Nov. 24
Method of superposition for statically indeterminate beams. EXAM 2 Read 10.4
Nov. 27 -
Dec. 1
Introduction; Buckling and stability; Columns and pinned ends; Columns with other support conditions. Read 11.1 - 11.4
Dec. 4 -
Dec.
Final Review


Last modified: 22:45 August 27, 2000

Dr E.W. Sandt
Civil Engineering Department
Texas A&M University

esandt@stommel.tamu.edu