Chapter 11 - Displacement Method of Analysis: Slope-Deflection Equations

Objectives

See procedure for analysis.

Concepts  

1. displacement method of analysis: general procedures
2. slope-deflection equations
3. analysis of beams
4. analysis of frames: no sidesway
5. analysis of frames: sidesway

Quiz 4 Guidelines

One 8.5"x11" formula sheet with writing on both sides.
NO worked problems on formula sheet.
FEM table and superposition tables will be attached to the quiz.
You may be asked to submit formula sheet with quiz.

Problems  

* examples to be discussed in class

#N: number of nodes
SS: sidesway

7e
Examples
7e
Homework
Autodesk
Robot
  beam 3N   11.001   strategy   --   solution   solution, solution,  
  beam 3N   11.002   --   solution*2   --   solution, solution  
  beam 3N   11.003   --   solution*1   --   solution  
  beam 4N   11.004   --   --   solution   solution  
  beam 3N   11.005   --   --   solution   solution, solution  
  beam 5N   11.006   --   --   --   solution  
  beam 3N   11.007   --   --   --   solution  
  frame 5N   11.008   --   --   --   solution, solution  
  frame 3N   11.009   --   solution*3   --   solution, solution  
  frame 4N   11.010   --   --   solution   solution, solution  
  frame 3N   11.011   --   --   solution   solution, solution  
  beam 4N   11.012   --   --   --   solution, solution  
  frame 3N   11.013   --   --   --   solution, solution  
  beam 3N   11.014   --   --   --   solution  
  beam 4N   11.015   --   --   --   solution  
  frame 4N   11.016   --   solution*4   --   solution  
  beam 4N   11.017   --   --   --   --  
  frame 4N   11.018   --   --   --   solution  
  frame 4N   11.019   --   solution*5   --   solution  
  frame   4N SS   11.020   --   solution*6   --   solution  
  frame   4N SS   11.021   --   --   solution   --  
  frame   4N SS   11.022   --   --   --   --  
  frame   4N SS   11.023   --   --   --   solution  
  frame   5N   11.024   --   --   --   solution  
  frame   5N   11.025   --   --   --   solution  
  frame   4N SS   11.026   --   --   --   solution  
  frame   4N SS   11.027   --   --   --   solution