Masters Theses

Abstract

"A reinforced concrete member is by no means a truly elastic member, hence all ordinary deflection calculations relating to it, whichever method, are approximate. By the use of model study actual reinforced concrete slab models, of different end conditions, were built and tested for deflections under uniform loadings. Theoretical and actual deflection of reinforced concrete slabs are compared. The results of these tests indicate that the theoretical deflection equations may be 60 to 80 percent in error when applied to reinforced concrete slabs"--Abstract, page 2.

Advisor(s)

Best, John, 1925-2015

Committee Member(s)

Heagler, John B., 1924-1999
Lee, Ralph E., 1921-2010
Miles, Aaron J.

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

75 pages

Note about bibliography

Includes bibliographical references (page 74).

Rights

© 1960 Gerald C. Godzwon, All rights reserved.

Document Type

Thesis - Open Access

File Type

text

Language

English

Subject Headings

Reinforced concrete -- Elastic propertiesConcrete slabs -- Design and ConstructionConcrete slabs -- TestingReinforced concrete construction

Thesis Number

T 1283

Print OCLC #

5931625

Electronic OCLC #

960209851

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