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
Subject Headings
Concrete beams -- FatigueMomentum (Mechanics)Structural dynamics -- Mathematical models
Thesis Number
T 602
Print OCLC #
5963171
Electronic OCLC #
655270504
Recommended Citation
Bryant, Russell Arthur, "Investigation of continuous beams with varying moment of inertia by the method of conjugate points" (1932). Professional Degree Theses. 75.
https://scholarsmine.mst.edu/professional_theses/75
