Masters Theses
Abstract
"The purpose of this thesis has been to give the distribution of shear stress inside a haunch. A haunch is generally provided to relieve high stress concentrations at the face of the column. However the nature of shear stress distribution inside the haunch is not known.
This stress distribution was determined from a photo- elastic study on a CR-39 model. It is noted that the haunch reduces the stress concentration at the face of the column but at the same time somewhere near the point where the haunch meets the beam there is a high stress concentration.
Shear stress changes direction within the haunch and a large part of the shear is taken up by the material which is in the lower half of the haunch.
It is also noted that a haunch with an angle greater than 45 degrees with the horizontal is better than one with an angle less than 45 degrees"--Abstract, page 7.
Advisor(s)
Best, John, 1925-2015
Committee Member(s)
Scofield, Gordon L., 1925-1986
Kick, David D.
Davidson, Robert F., 1911-1971
Department(s)
Civil, Architectural and Environmental Engineering
Degree Name
M.S. in Civil Engineering
Publisher
Missouri School of Mines and Metallurgy
Publication Date
1962
Pagination
99 pages
Note about bibliography
Includes bibliographical references (page 98).
Rights
© 1962 Manyu K. Mehta, All rights reserved.
Document Type
Thesis - Open Access
File Type
text
Language
English
Thesis Number
T 1495
Print OCLC #
5953170
Electronic OCLC #
1018380347
Recommended Citation
Mehta, Manyu K., "Shear stress distribution in haunched beam models" (1962). Masters Theses. 2852.
https://scholarsmine.mst.edu/masters_theses/2852