Masters Theses
Abstract
"This study was made to determine the effect of shear deformation on stiffness coefficients and carry over factors that are normally used in the calculation of moments in continuous beam or frames by the slope-deflection and Moment Distribution method.
Using the method of total strain energy, the vertical shear V and angle of rotation Ө caused by unit moment were determined for bending moment only and then determined for shear deformation plus bending moment, then carry over factors and stiffness coefficients were computed for each case. The relative effect of shear deformation is small for small depth ratio db/da but increases as the depth ratio increases"--Abstract, p. iii
Advisor(s)
Clifford D. Muir
Committee Member(s)
Frank A. Gerig, Jr.
Charles E. Antle
Karlheinz C. Muhlbauer
Department(s)
Civil, Architectural and Environmental Engineering
Degree Name
M.S. in Civil Engineering
Publisher
Missouri School of Mines and Metallurgy
Publication Date
1963
Pagination
vi, 76 pages
Note about bibliography
Includes bibliographical references page 75
Rights
© 1963 Rajni C. Amin, All rights reserved.
Document Type
Thesis - Open Access
File Type
text
Language
English
Thesis Number
T 1538
Print OCLC #
5954862
Recommended Citation
Amin, Rajni C., "The effect of shear deformation on the slope deflection coefficients." (1963). Masters Theses. 5949.
https://scholarsmine.mst.edu/masters_theses/5949