Assignment 1 - Solution

Text : 1.6, 1.15, 1.39, 1.50(a)-modified, 1.56(a)-modified

Class Notes,  Analysis of Stress - Part 2, Exercise 4.4.1

 

Assignment 2 - Solution

Text, modified : 2.1,  2.6,  2.37,  2.40,  2.45, 2.48

 

Assignment 3 - Solution

Text, modified: 3.6  3.10  3.13  3.14  3.17  3.19

 

Assignment 4 - Solution

Text, modified:  3.20   3.23   3.29   3.34   3.40   3.41

 

Test 1 - Solution

 

Assignment 5 - Solution

Text:   5.1,  5.2,  5.4,  5.20,  5.21,  5.26

 

Assignment 6 - Solution

Text:   5.29,  5.32,  5.34,  5.35,  5.37 (Modified)
 

Assignment 7 - Solution

Text:  6.3   6.10   6.12  6.16  6.21   6.23   6.26

 

Test 2 - Solution

 

Assignment 8 - Solution

Text Problems:

10.2. Do the problem by Castigliano II and also by the unit load method.

10.3

10.7. Use the complementary strain energy of curved beams as established in the class notes, and include the shear term V2/2GAs.  Let A be the area of the cross-section, and Z the shape factor. 

10.15   10.21   10.24

10.26.  Do the problem by Castigliano II.

 

Assignment 9 - Solution

Text:  10.28   10.32   10.34

 

Final Exam - Solution