Masters Theses

Abstract

"A procedure for analysis of three-segment symmetrical balcony beams unsymmetrically loaded was derived whereby the normally complicated energy solution is eliminated. A moment distribution technique is used in the solution of the first and second phases of the problem. Tables are given to aid in determining the proper distribution factors. Due to the complexity of the third phase, a table of solutions is given for varying values of length, geometry, etc.. An example problem is also given demonstrating the use of interpolation within the tables"--Abstract, page ii.

Advisor(s)

Andrews, William A., 1922-2009

Committee Member(s)

Davis, Robert L.
Best, John, 1925-2015
Remington, Charles R., 1924-2013

Department(s)

Civil, Architectural and Environmental Engineering

Degree Name

M.S. in Civil Engineering

Publisher

University of Missouri at Rolla

Publication Date

1966

Pagination

ix, 109 pages

Note about bibliography

Includes bibliographical references (page 25).

Rights

© 1966 Ronald A. Hansen, All rights reserved.

Document Type

Thesis - Open Access

File Type

text

Language

English

Subject Headings

Structural analysis (Engineering) -- Mathematical models
Structural engineering -- Mathematical models
Load factor design

Thesis Number

T 1939

Print OCLC #

5977603

Electronic OCLC #

905542260

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