Calendar
| Week | Reading | Lecture | Homework |
|---|---|---|---|
| 1 | [GHSWR] Preface, Chapter 1, Appendix A |
1. Review of static equilibrium for
rigid bodies [1] |
None |
[GHSWR] Chapter 2 |
2. Concurrent forces: A special
case [2A] [2B] [2C] |
2.10, 2.15 | |
| 2 | [GHSWR] Chapter 3 |
3. Application of statics for systems
with moments [3A] [3B] [3C] |
3.12, 3.18 |
None |
4. Theory of alternate reference points [4A] [4B] [4C] |
None | |
None |
5. Special considerations for two dimensional problems [5A] [5B] [5C] [5D] |
None | |
| 3 | [GHSWR] Chapter 4 |
6. Equivalent force systems [6A] [6B] [6C] |
4.9a, 4.13 |
None |
7. Distributed forces [7A] [7B] [7C] [7D] [7E] [7F] |
None | |
[GHSWR] Chapters 5, 6, and 9 |
8. Applications of statics: Complex systems [8A] [8B] [8C] |
5.12, 6.4 | |
| 4 | [G] Preface, Chapter 1 |
9. Introduction to deformable bodies [9A] |
1.8 |
[G] 2.1-2.3 |
10. 1-D stress, strain, equilibrium, constitution [10AA] [10A] |
2.3, 2.4 | |
[G] 2.4-2.4.1 |
11. Axial response [11A] [11B] [11C] [11D] [11E] |
2.9, 2.15 | |
| 5 | [G] 2.4.2 |
12. Axial response by direct integration [12A] [12B] [12C] [12D] [12E] |
2.11, 2.16, 2.31 |
[G] 2.5-2.6 |
13. Conservation of energy and stress based design [13A] [13B] [13C] [13D] |
2.33 | |
[G] 3.1 |
14. General Concepts of Stress [14A] [14B] |
3.4 | |
| 6 | |||
[G] 3.2 |
15. Pointwise Stress [15A] [15B] [15C] [15D] [15E] |
3.8, 3.10, 3.15 | |
[G] 3.3 |
16. Polar and Spherical Stresses [16A] [16B] |
None | |
| 7 | [G] Chapter 4 |
17. General Concepts of Strain [17A] [17B] [17C] |
4.1, 4.5, 4.12 |
[G] Chapter 5 |
18. Generalized Hooke's Law [18A] [18B] [18C] |
5.3, 5.11 | |
[G] 6.1 |
19. Axial loading as a multi-dimensional phenomena, thin-walled pressure vessels [19A] [19B] |
6.4 | |
| 8 | [G] 6.2-6.3 |
20. Thin-walled pressure vessels and St. Venant's Principle [20AA] [20A] |
6.7, 6.10, 6.11 |
[G] 7.1-7.2 |
21. Kinematics and Equilibrium of Torsion [21AA] [21A] [21B] [21C] [21D] [21E] [21F] |
7.2 | |
[G] 7.3-7.4 |
22. Torsion of Circular Elastic Bars [22A] [22B] [22C] [22D] [22E] [22F] [22G] [22H] |
7.5, 7.8, 7.13, 7.21, 7.26, 7.28 | |
| 9 | [G] 7.7 |
23. Thin-Walled Torsion [23A] [23B] [23C] |
7.41, 7.43 |
[G] 8.1 |
24. Kinematics of Bending [24AA] [24A] [24B] [24C] |
8.2 | |
[G] 8.2 |
25. Equilibrium of Bending [25A] [25B] [25C] |
8.5 | |
| 10 | [G] 8.3 |
26. Elastic Response of Beams [26A] [26B] [26C] [26D] [26E] |
8.8, 8.13, 8.15 |
[G] 8.4 |
27. Beam deections by Integration [27A] [27B] [27C] |
8.19, 8.34 | |
[G] 8.5 |
28. Multi-axis Bending [28A] [28B] [28C] |
8.38 | |
| 11 | [G] 8.6 |
29. Shear Stresses in Beams [29A] [29B] [29C] |
8.41, 8.47 |
[G] 9.1-9.2.1 |
30. Transformation of Vectors and Tensors [30A] [30B] [30C] |
9.1 | |
[G] 9.2.2-9.2.3 |
31. Principal Values, Maximum Shear, Eigenvalues and Eigenvectors [31A] [31B] [31C] [31D] |
9.2, 9.4 | |
| 12 | [G] 9.2.4-9.2.5 |
32. Mohr's Circle of Stress [32A] [32B] [32C] |
9.6, 9.11 |
[G] 9.3 |
33. Transformation of Strain [33A] [33B] [33C] [33D] |
9.15, 9.16a, 9.18 | |
[G] 9.4 |
34. Yield and Fracture Criteria [34A] [34B] [34C] [34D] [34E] |
9.25, 9.26, 9.28, 9.29 | |
| 13 | [G] 12.1-12.2 |
35. Stability: Introduction [35AA] [35A] [35B] [35C] |
12.4 |
[G] 12.3 |
36. Euler Loads for Columns [36A] [36 Extra] |
12.12, 12.14, 12.15 |
Instructor
Email: s_g (at) berkeley (dot) edu
Biographical information here.
Website here.
Acknowledgements
Website layout and styling borrowed heavily from CS 61B.
Content organized by Rajiv Govindjee.