Masters Theses
Abstract
"This study was made to determine the location of vertical stirrups and also to determine the amount of stirrup-steel required to prevent diagonal cracking. The study is limited to rectangular, simply supported, reinforced concrete beams subjected to a concentrated point load at the center of the span. Five sets, each containing three beams were tested. Two sets were cast without stirrups and the results were used to locate the stirrups for the remaining tests. The other three sets were cast with one stirrup on either side of the central load. Stirrups were of the "U" type and formed form No. 9 and No. 11 steel wire and 3/16 inch diameter bar. Results indicated only a small increase in moment carrying capacity between the first two sets and the latter three. Some inconsistences [sic] between observed and theoretical behavior are noted"--Abstract, page ii.
Advisor(s)
Spooner, James Ernest
Committee Member(s)
Hansen, Peter G., 1927-2010
Andrews, William A., 1922-2009
Schaefer, Rodney A., 1926-2002
Department(s)
Civil, Architectural and Environmental Engineering
Degree Name
M.S. in Civil Engineering
Publisher
University of Missouri at Rolla
Publication Date
1965
Pagination
ix, 44 pages
Note about bibliography
Includes bibliographical references (page 32).
Rights
© 1965 Vinodbhai T. Patel, All rights reserved.
Document Type
Thesis - Open Access
File Type
text
Language
English
Subject Headings
Concrete beams -- Fatigue
Reinforced concrete
Reinforcing bars
Strength of materials
Thesis Number
T 1799
Print OCLC #
5969025
Electronic OCLC #
805560468
Link to Catalog Record
Recommended Citation
Patel, Vinodbhai T., "Effect of single stirrups on reinforced concrete beams" (1965). Masters Theses. 5245.
https://scholarsmine.mst.edu/masters_theses/5245