1 / 14

ENGI 1313 Mechanics I

ENGI 1313 Mechanics I . Lecture 35: Analysis of Frames and Machines. Lecture 35 Objective. to illustrate the analysis of frames and machines by example. Example 35-01.

marrim
Download Presentation

ENGI 1313 Mechanics I

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. ENGI 1313 Mechanics I Lecture 35: Analysis of Frames and Machines

  2. Lecture 35 Objective • to illustrate the analysis of frames and machines by example

  3. Example 35-01 • The compound shears are used to cut metal parts. Determine the vertical cutting force exerted on the rod R if a force of F = 20 lb is applied at the grip G. The lobe CDE is in smooth contact with the head of the shear blade at E.

  4. Example 35-01 (cont.) • Draw FBD • GBA • CDE • FRE FBC F = 20 lb Ax Ay NE Dy FBC Fy Dx Fx NR NE

  5. Example 35-01 (cont.) • What FBD and Equilibrium Equations? FBC F = 20 lb Ax Ay NE Dy FBC Fy Dx Fx NR NE

  6. Example 35-01 (cont.) • GBA FBC F = 20 lb Ax Ay

  7. Example 35-01 (cont.) • CDE Dy FBC Dx NE

  8. Example 35-01 (cont.) • FRE NE Fy Fx NR

  9. Example 35-02 • The kinetic sculpture requires that each of the three pinned beams be in perfect balance at all times during its slow motion. If each member has a uniform weight of 2 lb/ft and length of 3 ft, determine the necessary counterweights W1, W2, and W3 which must be added to the ends of each member to keep the system in balance for any position. Neglect the size of the counterweights.

  10. Example 35-02 (cont.) • FBD • A • B • C • Angles? L W1  Ay Ay L L   By W2 W3 By Cy

  11. Example 35-02 (cont.) • Beam A L W1  Ay

  12. Example 35-02 (cont.) • Beam B Ay L  W2 By

  13. Example 35-02 (cont.) • Beam C L  By W3 Cy

  14. References • Hibbeler (2007) • http://wps.prenhall.com/esm_hibbeler_engmech_1

More Related