Section

Lecture

Instructor

Recitation

Rec. room

0101

TuTh 8–8:50

EGR 0110

Fourney, W

F 8–9:50

CHE 2136

0102

MW 10–10:50

EGR 0108

Assakkaf, I

F 10–11:50

EGR 0110

0103

MW 10–10:50

EGL 1202

Cárdenas, J

F 10–11:50

CSS 2428

0104

MW 2–2:50

EGR 1104

 Beigel, T

F 2–3:50

CHM 0122

Monday

Wednesday

Thursday

Friday

8-9

Fourney

9-10

Cárdenas

Cárdenas

Zhao

Cárdenas

10-11

Zhao

11-12

Assakkaf

 Assakkaf

Zhao

12-1

Assakkaf

1-2

Assakkaf

Assakkaf

2-3

Wang

3-4

Beigel

Park

Beigel

Wang

4-5

Beigel

Fourney / Park

 Beigel

Fourney / Wang

5-6

Park

Date

1

W, 1/29

1.1-1.13

Introduction and review: stress

  1.13         1.15         1.37         1.40

2

M, 2/3

2.1-2.7, 2.11-2.15

Review: strain, material properties, and constitutive relations

  2.1           2.63         2.65         2.68

3

W, 2/5

2.8

Rods: axial loading and deformation

  2.15         2.18         2.22         2.27

4

M, 2/10

2.9

Rods: statically indeterminate

  2.36         2.40         2.41         2.48

5

W, 2/12

2.10, 2.18

Rods: thermal stress; stress conc.

  2.51         2.53         2.59         2.100

6

M, 2/17

3.1-3.5

Shafts: torsion loading and deformation

  3.7           3.17         3.35         3.41

7

W, 2/19

3.6

Shafts: statically indeterminate

  3.53         3.54         3.56         3.58

8

M, 2/24

3.7-3.8, 3.13

Shafts: power; stress conc.; thin-walled

  3.72         3.85         3.90         3.140

9

W, 2/26

4.1-4.5, 4.13

Beams: bending stress

  4.4           4.10         4.27         4.145

10

M, 3/3

Review for Exam #1

11

W, 3/5

4.6-4.7

Beams: composite beams; stress conc.

  4.43         4.48         4.56         4.74

12

M, 3/10

5.1-5.2

Beams: V and M diagrams (formula)

  5.1           5.5           5.14         5.15

13

W, 3/12

5.3

Beams: V and M diagrams (graphical)

  5.41         5.48         5.49         5.64

14

M, 3/17

6.1-6.4

Beams: shearing stress

  6.3           6.9           6.13         6.24

15

W, 3/19

6.6-6.7

Beams: shear flow; thin-walled

  6.30         6.31         6.36         6.39

Monday, 3/24 To Sunday, 3/30

--- S P R I N G   B R E A K  ---

16

M, 3/31

9.1-9.3

Beams: deformation (integration)

  9.3           9.5           9.12         9.14

17

W, 4/2

9.5, 9.6

Beams: deformation (singularity)

  9.38         9.40         9.43         9.47

18

M, 4/7

9.5

Beams: statically indeterminate

  9.51         9.56         9.58         9.60

19

W, 4/9

9.7-9.8

Beams: deformation (superposition)

  9.68         9.74         9.84         9.92

20

M, 4/14

Review for Exam #2

21

W, 4/16

7.1-7.3

Failure criteria: stress transformation

  7.5/9        7.7/11      7.16         7.17

22

M, 4/21

7.4

Failure criteria: Mohr’s circle

  7.31         7.33         7.38         7.39

23

W, 4/23

7.5-7.6, 7.9

Failure criteria: multiaxial stress states

  7.69         7.70         7.100       7.114

24

M, 4/28

8.4

Components: combined loading

  7.119       8.31         8.32         8.37

25

W, 4/30

8.4

Components: combined loading

  8.39         8.42         8.47         8.51

26

M, 5/5

10.1-10.3

Columns: buckling (pinned ends)

10.10       10.11       10.14       10.17

27

W, 5/7

10.4

Columns: buckling (different ends)

10.19       10.21       10.25       10.27

28

M, 5/12

Varies

Advanced topics in mechanics

Announced in class

29

W, 5/14

Varies

Advanced topics in mechanics

Announced in class

M, 5/19

All material

---  Final Exam  -  4-6 PM  -  location to be announced  ---