COURSE OUTLINE
CE 331 *** Spring 1997
Department of Civil Engineering
University of Arizona
Methods of Analysis of Statically Indeterminate Beams, Frames, and
Truss
Determinacy of trusses
Method of superposition
Support settlement
Castigliano's theorem (method of least work)
Influence lines
Slope-Deflection Method
Fixed end moments
Application to beams
Application to frames without and with sidesway
Moment Distribution Method
Basic relations and development of the procedure
Modified stiffnesses
Application to beams
Application to frames without and with sidesway
Approximate methods of analysis
Introduction to Matrix Analysis of Structures
Flexibility Method
Stiffness Method
Use of Beam, Truss and Frame Analysis Computer Programs
Preparing structural models and data files
Running program and interpreting results
This page is under construction - Questions and comments please send to:
cdao@ccit.arizona.edu
Last update May 3, 1997 - Web page created by Cac Minh Dao