Sample Syllabus The table below describes a sample syllabus for fourteen week, three credit semester course. It can be adapted for a ten week four credit course. There is more material in the book than covered by the syllabus below. Class Section Topic Home Problems 1.0-1.2 Introduction, Stress 1.3-1.4 Stress transformation 1.1,1.5,1.9,1.15, 1.18, 1.3-1.4 Stress transformation 1.25,1.35,1.40 1.5-1.7 Strain, Finite difference 1.45,1.47*,1.51*,1.58,1.66 1.8 Strain transformation 1.68 2.0-2.2 Material description 2.2,2.3, 2.10,2.15,2.18 2.3 Failure theories 2.19,2.20,2.21 2.4-2.5 Stress concentration factor 2.25,2.27 2.6 Stress intensity factor 2.31,2.33 3.0-3.1 1-D Structural members 3.3,3.4,3.12 3.0-3.1 1-D Structural members 3.16,3.17,3.19, 3.0-3.1 1-D Structural members 3.28,3.30 3.2 Beam deflection 4th order 3.42,3.40 3.2 Discontinuity functions: Axial & Torsion 3.43*,3.44 3.2 Discontinuity functions: Beams 3.48,2.51 3.2 Discontinuity functions: Beams 3.53 EXAM 1 4.1 Composite axial members 4.1,4.4,4.5,4.9 4.2 Composite shafts 4.10,4.14 4.3 Composite beams 4.19,4.21,4.23 5.3 Temperature, Initial Strain 5.3,5.4,5.7*,5.11 5.4 Thermal axial strains 5.13, 5.17, 5.22 5.5 Non-linear material models 5.23 5.6 Elastic-perfectly plastic: Axial 5.27,5.28,5.30 5.7 Elastic-perfectly plastic: Shafts 5.33,5.35*,5.40*,5.41 5.8 Elastic-perfectly plastic: Beams 5.47,5.53,5.54,5.58 5.9 Non-linear models in structural members 5.60,5.63 6.0-6.1 Unsymmetrical bending of beams 6.4.6.6, 6.0-6.1 Unsymmetrical bending of beams 6.10,6.11,6.14 6.2 Shear stresses in thin open section 6.21,6.22,6.23 6.2 Shear center of thin open section 6.26,6.28,6.33 Exam 2 6.2 Shear center of thin open section 6.34,6.36 6.3 Shear stresses in thin closed sections 6.43,6.44,6.45 6.4 Torsion of thin closed sections 6.53,6.55 7.0-7.3 Strain Energy, Work 7.4 Virtual work 7.1,7.2,7.5 7.5 Dummy unit load method 7.18 7.5 Dummy unit load method 7.19,7.21 7.6 Castigliano’s Theorem 7.6 Castigliano’s Theorem 7.23,7.24, 7.28,7.29 REVIEW FINAL