Lecture Slides Note: The links in this section are for the current semester and will be empty until we have class on that material. If you want to have a
full set of notes for the semester, click on the Lecture Slide Archive link above to get a set of notes from a previous semester.Lecture 1: Introduction and Axial Normal StressLecture 2: Extensional Strain, Stress-Strain Diagrams
Lecture 3: Temperature Effects, Hooke's Law & Poisson's Ratio
Lecture 4: Shear Stress and Strain
Lecture 5: Design of Structures/Stresses on an Inclined Plane
Lecture 6: St. Venant's Principle; E-G-nu relation
Lecture 7: General Stress and Strain, Resultant Forces and Moments
Lecture 8: 3-D Hooke's Law & Questions and Answers
Lecture: Questions and Answers
Lecture 9: General Axial Deformation, Strain at a Point
Lecture 10: Determinate and Indeterminate Axially Loaded Structures
Lecture 11: Indeterminate Axially Loaded Structures
Lecture 12: Thermal Loads and Misfits
Lecture 13: Shear Stress and Rotational Deformation from Torsion
Lecture 14: Stress on an Inclined Plane in Torsion; Stress in Assemblages
Lecture 15: Indeterminates in Torsion
Lecture 17: Beam Statics, Shear and Moment Diagrams
Lecture 18: Centroids and Moments of Inertia
Lecture 19: Strain-Displacement Analysis of Beams
Lecture 20: Bending Stress in a Beam
Lecture 21: Transverse Shearing Stresses in Beams
Lecture: Questions and Answers
Lecture 22: Deflection of Beams with one Moment Equation
Lecture 23: Deflection of Beams--Matching Boundary Conditions
Lecture 24: Statically Indeterminate Beams
Lecture 25: Stress Transformation (Plane Stress)
Lecture 26: Maximum Normal and Shear Stress States; Introduction to Mohr's Circle
Lecture 28: Absolute Maximum Shear Stress and 3-D Mohr's Circle
Lecture 29: Transformation of Plane Strain, Mohr's Circle of Strain
Lecture 30: Strain Gage Rosettes, Applications
Lecture 31: Thin Walled Pressure Vessels
Lecture 33: Combined Loading Examples
Lecture: Questions and Answers
Lecture 34: Euler Buckling Formula for Pin-ended Columns
Lecture 35: Buckling Formula for Fixed-Pinned Columns and Other End Conditions
Lecture 36: Stress Concentrations
Lecture 37: Failure Criteria: Maximum Principal Stress, and Maximum Shear Stress Theories
Lecture 38: Failure Criteria: Von Mises Criterion (Maximum Distortion Energy)
Lecture: Preparation for Final Exam, Questions and Answers for the Semester