Syllabus - CVEN 305
Mechanics and Materials


General Information


Instructor: Dr. E.W. Sandt
Grader: Anais Stivers
Office: 207 CVEN Building
Office: 029 CVEN Building, desk 9
Phone #: 458-4780
Phone #:
Office Hours: 2:00pm-4:00pm TuTh, 1:00pm-4:00pm Wed

Office Hours: 1:30pm-2:30pm MWF
Email :
esandt@stommel.tamu.edu

Email :
anais@neo.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 20 %
Exam 1 25 %
Exam 2 25 %
Final 30 %


Homework will be assigned every week and will be collected at the beginning of class on Thursday. 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
Jan. 16 -
Jan. 19
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
Jan. 22 -
Jan. 26
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
Jan. 29 -
Feb. 2
Changes in length of nonuniform bars; Statically indeterminate structures; Thermal effects; Stress on inclined sections. Read 2.3 - 2.6
Feb. 5 -
Feb. 9
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
Feb. 12 -
Feb. 16
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
Feb. 19 -
Feb. 23
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
Feb. 26 -
Mar. 2
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
Mar. 5 -
Mar. 9
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
Mar. 12 -
Mar. 16
Spring Break Anything you like!
Mar. 19 -
Mar. 23
Introduction; Principle stresses and Mohr's circle for plane stress; Hooke's law for plane stress; Read 7.1 - 7.3
Mar. 26 -
Mar. 30
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
Apr. 2 -
Apr. 6
Maximum stresses in beams; Combined loadings; Introduction; Differential equations of the deflected curve. Read 8.4 - 8.5
Read 9.1 - 9.3
Apr. 9 -
Apr. 13
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
Apr. 16 -
Apr. 20
Method of superposition for statically indeterminate beams. EXAM 2 Read 10.4
Apr. 23 -
Apr. 27
Introduction; Buckling and stability; Columns and pinned ends; Columns with other support conditions. Read 11.1 - 11.4
Apr. 30 -
May
Final Review


Last modified: 13:05 January 17, 2001

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

esandt@stommel.tamu.edu