Masters Theses

Abstract

“The purpose of this thesis is to develop a method for determining the reactions and deflection curve of continuous beams partially supported by an elastic foundation. The method involves representation of an arbitrary loading and the intermediate redundant reactions as Fourier Series. Redundant intermediate reactions are determined by the solution of an equal number of linear equations. The remaining reactions are determined by the application of statics.

This same method can be used for simply supported beams on an elastic foundation and for continuous beams without an elastic foundation”--Abstract, page ii.

Advisor(s)

Best, John, 1925-2015

Committee Member(s)

Atchley, B. L. (Bill L.)
Pagano, Sylvester J., 1924-2006
Muir, Clifford D.

Department(s)

Civil, Architectural and Environmental Engineering

Degree Name

M.S. in Civil Engineering

Comments

Table of Comments page is not numbered in the manuscript.

Publisher

Missouri School of Mines and Metallurgy

Publication Date

1963

Pagination

v, 25 pages

Note about bibliography

Includes bibliographical references (page 24).

Rights

© 1963 Louis Richard Fuka, All rights reserved.

Document Type

Thesis - Open Access

File Type

text

Language

English

Thesis Number

T 1448

Print OCLC #

5950137

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