Masters Theses

Abstract

"In this thesis the series expansion method is used to obtain the moments and deflections of an isosceles right triangular plate bent by arbitrary transverse loads. The method is based on using an antisymmetric load on a square plate. Two boundary conditions are solved and the numerical results obtained for these cases are tabulated"--Abstract, page ii.

Advisor(s)

Bayless, Jerry R.

Committee Member(s)

Cave, Carl S., 1903-1983
Andrews, William A., 1922-2009
Schaefer, Rodney A.

Department(s)

Civil, Architectural and Environmental Engineering

Degree Name

M.S. in Civil Engineering

Publisher

University of Missouri at Rolla

Publication Date

1966

Pagination

vii, 43 pages

Note about bibliography

Includes bibliographical references (page 42).

Rights

© 1966 Ping-Tung Huang, All rights reserved.

Document Type

Thesis - Open Access

File Type

text

Language

English

Library of Congress Subject Headings

Plates (Engineering) -- Fatigue
Bending moment -- Testing

Thesis Number

T 1850

Print OCLC #

5973119

Electronic OCLC #

903904046

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