1. MECHANICS OF MATERIALS Third Edition CHAPTER © 2002 The McGraw-Hill Companies, Inc. All rights reserved. Shear and Moment Diagrams

2. © 2002 The McGraw-Hill Companies, Inc. All rights reserved. MECHANICS OF MATERIALS ThirdEdition Beer Johnston DeWolf

3. © 2002 The McGraw-Hill Companies, Inc. All rights reserved. MECHANICS OF MATERIALS ThirdEdition Beer Johnston DeWolf At some location x, a beam can be acted upon by a distribution load w(x), a concentrated load force P, and a concentrated couple C

4. © 2002 The McGraw-Hill Companies, Inc. All rights reserved. MECHANICS OF MATERIALS ThirdEdition Beer Johnston DeWolf

5. © 2002 The McGraw-Hill Companies, Inc. All rights reserved. MECHANICS OF MATERIALS ThirdEdition Beer Johnston DeWolf

6. © 2002 The McGraw-Hill Companies, Inc. All rights reserved. MECHANICS OF MATERIALS ThirdEdition Beer Johnston DeWolf

7. © 2002 The McGraw-Hill Companies, Inc. All rights reserved. MECHANICS OF MATERIALS ThirdEdition Beer Johnston DeWolf

8. © 2002 The McGraw-Hill Companies, Inc. All rights reserved. MECHANICS OF MATERIALS ThirdEdition Beer Johnston DeWolf

9. © 2002 The McGraw-Hill Companies, Inc. All rights reserved. MECHANICS OF MATERIALS ThirdEdition Beer Johnston DeWolf

10. © 2002 The McGraw-Hill Companies, Inc. All rights reserved. MECHANICS OF MATERIALS ThirdEdition Beer Johnston DeWolf Draw the shear and moment diagrams for the compound beam. The three segments are connected by pins at B and E.