Abstract

"This design represents the application to a practical example of a rapid and direct graphic solution of the relation expressed by the Theorem of Three Moments. This method for obtaining moments in continuous beams eliminates the necessity of using arbitrary coefficients and gives the engineer an opportunity to exercise his ingeniuty [sic] and judgment toward obtaining efficiency and economy. The use of prescribed coefficients for continuous beams makes the design mechanical and unscientific and results in moments which may be 50% too small or 60% too large"--Introduction, leaf 1.

Advisor(s)

Butler, Joe Beaty, 1895-1955

Department(s)

Civil, Architectural and Environmental Engineering

Degree Name

Professional Degree in Civil Engineering

Publisher

Missouri School of Mines and Metallurgy

Publication Date

1932

Pagination

iii, 46 pages

Note about bibliography

Includes bibliographical references (pages 43-44) and index (pages 47-49).

Rights

© 1932 Russell Arthur Bryant, All rights reserved.

Document Type

Thesis - Open Access

File Type

text

Language

English

Library of Congress Subject Headings

Concrete beams -- Fatigue
Momentum (Mechanics)
Structural dynamics -- Mathematical models

Thesis Number

T 602

Print OCLC #

5963171

Electronic OCLC #

655270504

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