7/28/2019 syll08

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UNIVERSITY OF CALIFORNIA AT BERKELEY Spring 2008Department of Civil and Environmental Engineering CE C30/ME C85Structural Engineering, Mechanics and Materials J. Lubliner

CE C30/ME C85 Introduction to Solid Mechanics

Date Topic Reading HW

1/23 Introduction 1.11.61/25 Review of vector algebra 2.12.2, 2.52.7, 2.9, 3.2 15,131/28 Forces and moments in two dimensions 2.32.4, 2.8, 3.1 2-3,50,811/30 Forces and moments in three dimensions 3.33.6 3-31,51,582/1 Particle statics Handout 1 H1-1,22/4 Rigid bodies, force equivalence 3.73.9 3-87,962/6 Equilibrium of rigid bodies in two dimensions 4.14.4 4.9,252/8 Equilibrium of rigid bodies in three dimensions (1) 4.6 4-32,34

2/11 Equilibrium of rigid bodies in three dimensions (2) 4-37,392/13 Free-body diagrams 4.2, 4.5 4-13,16

2/15 Method of sections 7.1 7-3,42/20 Forces in two-dimensional trusses (method of joints) 5.15.2 5.7,92/22 Forces in two-dimensional trusses (method of sections) 5.35.4 5.17,182/25 Cables Handout 2 H2-1,22/27 Frames and machines 5.5, 7.1 5.36,43; 7-72/29 Axial stress, St.-Venants principle, stress-based design 8.1, 8.3, 8.5, 10.1 8.7,343/3 General state of stress 8.2,8.4,8.6 8.20,243/5 Midterm exam (through 2/27)3/7 Local equilibrium equations in 2 and 3 dimensions Handout 3 H3-1,2

3/10 Stress transformation 15.115.2 15.2,7

3/12 Principal stresses, Mohrs circle 15.315.5 15.18,31,453/14 Deformation and axial strain 8.78.8 8.58,633/17 General state of strain Handout 4 H4-1, 8-743/19 Strain transformation, principal strains 15.615.9 15-55,723/21 Linear elasticity, homogeneity, isotropy 9.4,9.6,10.210.3,15.10 9-19,10-6,15-783/31 Thermoelastic properties of solids 9.19.7, 10.5, Handout 5 10-38, H5-14/2 Static indeterminacy 10.4 10-27,374/4 Torsion of circular bars 11.111.2, 11.4 11-2,394/7 Torsion of thin-walled tubes Handout 6 H6-1,24/9 Axial-force and torque diagrams 10,2,11.411.5 10-8,11-42

4/11 Shear and moment diagrams 7.27.3 7-33,38,664/14 Midterm exam (through 4/7)4/16 Pure bending of beams 6.36.6,12.1 12-15,214/18 BernoulliEuler beam theory, composite cross-sections 6.7,12.2 12-6,22,354/21 Superposition; bending and axial loading in beams 14.2 14-16,21,224/23 Shear stresses in beams 13.113.3 13-3,174/25 Deflection of beams 16.416.6 16-26,29,384/28 Deflection of beams with singular loads Handout 7 16-46, H7-14/30 Column buckling (1) 17.117.2 17-6,235/2 Column buckling (2) 17.317.4 17-7,385/5 Inelastic behavior and material failure (1) 9.3 9-10,125/7 Inelastic behavior and material failure (2) Handout 8 H8-1,25/9 Closure

5/12 Review

Final Exam: Friday, May 16, 8-11.

7/28/2019 syll08

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UNIVERSITY OF CALIFORNIA AT BERKELEY Spring 2008Department of Civil and Environmental Engineering CE C30/ME M85Structural Engineering, Mechanics and Materials J. Lubliner

Course information

Time and location: lecture MWF 9-10, 101 Barker; supplementary section M 5-6, 141 McCone

Web site: http://www.ce.berkeley.edu/coby/CE30

Textbook: R. C. Hibbeler, Statics and Mechanics of Materials, second edition, Pearson/Prentice-Hall

Instructor: Jacob Lubliner , office hours MWF 10:3011:30 and by appoint-ment (preferably via e-mail), 535 Davis Hall

GSI: John Edmiston , office hours M 3:305, Tu 11:1012:30, 2116 Etcheverry

Composition of grade: Homework 20%, midterms 30%, final 50%. Midterm and final exams are closedbook except for material provided by instructor.

Homework: The problems assigned in any one week are due the following Wednesday at the beginning

of the class. No late homework will be accepted unless excused by the instructor for good cause. Thesolutions will be available in the Engineering Library by the following Monday and will be posted on thecourse Web site.