Lecture SlidesNote: 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 theLecture Slide Archivelink 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