The effect of shear deformation on the slope deflection coefficients.

Author

Rajni C. Amin

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 d_b/d_a 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