Date of Award

9-1979

Degree Type

Thesis

Degree Name

Master of Engineering (ME)

Department

Civil Engineering

Supervisor

Professor H. Robinson

Abstract

A method is developed for the analysis of two-span continuous composite beams in both elastic and inelastic ranges. A computer program is also formed as an integral part of this study. In order to verify the analysis and the computer program, three test beams were chosen as examples for computation. The computed results and the test results are in good agreement.



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