Sample Syllabus "Book: Vable ""Mechanics of Materials, Second Edition"", 2009, http://www.me.mtu.edu/~mavable/MoM2nd.htm" "The syllabus is for 15 weeks, three credit course with two term exams and final. " The class problems are incorporated in the slides though the numbering system is different from the book. There are many more problems in the book then the total in the two sets described below. Static Review Exam is in the Appendix of the book. Problems like SR1 refer to the Static review problems posted as slide on the web page. Problems like C23 refers to the excersise in the box 'Consolidate your knowledge' on page 23. Problems with * are computer problems. Problems with + are 'Stretch yourself problems' Class Section Topic Home Problems Set 1 Home Problems Set 1 1 Introduction "Static review exam 2, SR1-SR4" "Static review exam 2, SR1- SR4" 2 1.0-1.1 Stress on a surface "1.2,1.6, 1.8, 1.12, 1.19, 1.25" "1.3,1.7, 1.9, 1.14, 1.18, 1.20,126" 3 1.1 Stress on a surface "1.33,1.37, 1.44,1.53,1.55" " 1.33,1.36, 1.45,1.54,1.56" 4 1.1 Internal distributed force systems "1.77,1.80,1.82,C27" "1.78,1.81,1.83,C27" 5 1.2 Stress at a point "1.85, 1.94,1.101,C38" "1.86,1.97,1.99,C38" 6 2.0-2.4 Small strain "2.4, 2.5, 2.15, 2.25, 2.29, 2.36, 2.34,2.54" "2.3, 2.7,2.16 , 2.26, 2.32, 2.38,2.57" 7 2.5-2.6 Strain at a point " 2.68, 2.71,2.78,2.80,C75,2.85+,2.87*" "2.69,2.72, 2.79,2.80,C75,2.85+,2.87*" 8 30.-3.1 Tension test "3.2, 3.4, 3.12, 3.18, 3.25,C97" "3.3, 3.4, 3.13, 3.18 ,3.26,C97" 9 3.2-3.3 Logic in mechanics of materials/Factor of safety " 3.44, 3.45, 3.47, 3.53, 3.59, 3.65+, 3.69*" "3.42, 3.46, 3.48, 3.56,3.59,3.65+, 3.69*" 10 3.4-3.6 Generalized Hooke's law "3.71,3.74,3,81,3.86,3.98" "3.72,3.75,3.83,3.87,3.99" 11 3.7-3.9 Stress Concentration/ Effect of Temperature "3.119,3.127,3.130,3.133" "3.121,3.126,3.132,3.133" 12 4.1 Axial members "4.2, 4.5, 4.9, 4.18, 4.21" "4.1, 4.5, 4.11, 4.17, 4.21" 13 4.1 Axial members "4.31,4.32,4.36+, 4.41*,C163" "4.31,4.32, 4.36+, 4.41*, C163" 14 4.3 Structural analysis "4.50, 4.54,4.61" "4.50, 4.57,4.60" 15 4.3 Structural analysis "4.65, 4.74,4.84C178" "4.71, 4.73, 4.85,C178" 16 4.4-4.5 Initial Strain/ Temperature effects "4.90,4.93,4.95" "4.92,4.95,4.98" 17 4.6--4.7 Thin-walled pressure vessels "4.100, 4.103,4.106" "4.100,4.103,4.107" 18 Exam 1 19 5.0-5.1 Prelude to theory of torsion of shafts " 5.2, 5.11, 5.14+" "5.2, 5.12, 5.14+" 20 5.2 Torsion of shafts "5.19,5.23,5.27,5.29,5.35" "5.20,5.25,5.27,5.32,5.33" 21 5.2 Torsion of shafts "5.38,5.43, 5.49+, 5.57*,C219" "5.38,5.41, 5.49+, 5.57*,C219" 21 5.3 Statically indeterminate shafts "5.63,5.69,5.74" "5.64,5.67,5.73" 22 6.0-6.1 Prelude to theory of bending of beams "6.1, 6.5, 6.7, 6.12, 6.14,6.15+" "6.2, 6.3, 6.6, 6.13,6.14,6.15+" 23 6.2 Bending of beams "6.19,6.27,6.29,6.33,6.35" "6.19,6.28,6.30,6.37,6.39," 24 6.2 Bending of beams "6.38,6.50,6.52,6.55+,C274" "6.40,6.49,6.53,6.55+,C274" 25 6.3-6.4 Shear and moment by equilibrium "6.60,6.62,6.69,6.73,6.76," "6.59,6.66,6.70,6.72,6.74" 26 6.4-6.5 Shear and moment diagrams "6.79,6.87,6.92,6.95,6.99" "6.80,6.88,6.96,6.99" 27 6.6 Shear stresses in beams "6.107,6.111,6.113,6.117" "6.107,6.111,6.114,6.117" 28 6.6 Shear stresses in beams "6.119,6.123,6.124,6.128,6.134+,6.138*,C308" "6.119,6.124,6.125,6.130,6.134+,6.138*,C308" 29 7.0-7.1 Beam deflection 2nd Order "7.2, 7.5, 7.9,7.13" "7.1, 7.6, 7.10,7.16" 30 7.0-7.1 Beam deflection 2nd Order "7.17,7.20,7.23,7.31+" "7.19, 7.22, 7.23,7.31+" 31 7.2 Beam deflection 4th Order "7.32,7.36,7.38" "7.33,7.39,7.40" 32 Exam 2 33 8.0-8.1 Stress transformation: Wedge method "8.1, 8.4, 8.10, 8.15, 8.19, 8.25,8.27+" "8.1, 8.4, 8.11, 8.17, 8.21, 8.26,8.27+" 34 8.2-8.3 Method of equations/ Mohr? circle "8.29, 8.34, 8.36,8.37,8.47" "8.29, 8.33, 8.40,8.41,8.46" 35 8.2-8.3 Method of equations/ Mohr? circle "8.54,8.60,8.65,8.68,8.78+" "8.55,8.61,8.66,8.72,8.78+" 36 9.0-9.4 Strain transformation "9.3,9.6,9.16,9.20" "9.1,9.5,9.14,9.20" 37 9.4-9.5 Strain transformation/Strain Gages "9.31,9.36,9.43,9.54,9.58" "9.33,9.37,9.45,9.54,9.59" 38 9.5 Strain gages "9.62,9.64,9.68,9.83*" "9.63,9.65,9.69,9.83*" 39 10.0-10.1 Combined loading "10.1, 10.4, 10.12,C467" "10.2, 10.5, 10.12, C467" 40 10.1-10.2 Analysis and design of structures "10.22,10.36,10.37" "10.24,10.38,10.39" 41 10.2 Analysis and design of structures "10.44,10.47" "10.44,10.45" 42 10.2 Analysis and design of structures "10.48,10.55" "10.48,10.55" 43 11.0-11.2 Euler buckling "11.2, 11.6, 11.15, 11.18,C504" "11.3,11.5,11.14,11.18C504" 44 11.2 Euler buckling "11.25, 11.28, 11.43" "11.21,11.27,11.44" 45 Review Final