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