A method of design for spiral reinforced, eccentrically loaded, concrete columns

Author

Lloyd O. Senter

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

Comments

35 graphs are attached as supplementary materials.

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 simulation
Columns, Concrete -- Design and construction
Columns, Concrete -- Specifications

Thesis Number

T 1287

Print OCLC #

5931905

Electronic OCLC #

957657517

Link to Catalog Record

http://merlin.lib.umsystem.edu/record=b2610081~S5

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