Masters Theses

Abstract

"Using the known moments obtained from the moment distribution solution, the extended moment-area equations are used to check whether or not delta x, delta y, delta theta are truly zero, or are any other quantity they are supposed to be. In order to get a reasonably correct answer, a solution must meet both the elastic checks and the static checks for their equilibrium and compatibility functions. Using the extended moment-area equations, the magnitudes of the slopes and deflections at all of the joints in framed structures can be found easily"--Abstract, page ii.

Advisor(s)

Bayless, Jerry R.

Committee Member(s)

Heagler, John B., 1924-1999
Walters, Frank Garnett
Best, John, 1925-2015

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, 60 pages

Note about bibliography

Includes bibliographical references (pages 58-59).

Rights

© 1966 Lucky Li-Chi Chow, All rights reserved.

Document Type

Thesis - Open Access

File Type

text

Language

English

Library of Congress Subject Headings

Dynamics, Rigid
Joints (Engineering) -- Evaluation
Buildings -- Joints

Thesis Number

T 1848

Print OCLC #

5973085

Electronic OCLC #

896722798

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