Masters Theses
Abstract
"This thesis presents a method of designing spiral reinforced, eccentrically loaded, concrete columns on the basis of the 1957 American Association of State Highway Officials specifications.
Equations from AASHO, in conjunction with equations derived in this thesis, are programmed for and solved by the IBM 650 digital computer. The data obtained from the computer is plotted such that, given the normal load and moment on a column, the minimum required area or reinforcing steel may be read directly from the graph.
The derivation or equations, the computer program, and the graphs are included in the thesis"--Introduction, page 1.
Advisor(s)
Best, John, 1925-2015
Committee Member(s)
Lee, Ralph E., 1921-2010
Heagler, John B., 1924-1999
Davidson, Robert F., 1911-1971
Department(s)
Civil, Architectural and Environmental Engineering
Degree Name
M.S. in Civil Engineering
Publisher
Missouri School of Mines and Metallurgy
Publication Date
1960
Pagination
52 pages
Note about bibliography
Includes bibliographical references (pages 50).
Rights
© 1960 Lloyd O. Senter, All rights reserved.
Document Type
Thesis - Open Access
File Type
text
Language
English
Subject Headings
Reinforced concrete -- Testing -- Computer simulationColumns, Concrete -- Design and constructionColumns, Concrete -- Specifications
Thesis Number
T 1287
Print OCLC #
5931905
Electronic OCLC #
957657517
Recommended Citation
Senter, Lloyd O., "A method of design for spiral reinforced, eccentrically loaded, concrete columns" (1960). Masters Theses. 4176.
https://scholarsmine.mst.edu/masters_theses/4176
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Comments
35 graphs are attached as supplementary materials.