Masters Theses
Abstract
"This study presents the results of an analysis of maximum movement in a four span continuous bridge with total span length of 100¹, 200¹, 300¹, and comparison with maximum moment on three span continuous bridge with total span length of 200¹ and 300¹. The four span continuous bridge was found to have a maximum moment which was 46% that of the three span bridge at both 200¹ and 300¹ length"-Abstract p. ii
Advisor(s)
Frank A. Gerig
Committee Member(s)
Illegible Signature
Karlheinz C. Muhlbauer
John A. Nelson
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
v, 56 pages
Note about bibliography
Includes bibliographical references (page 55)
Rights
© 1963 C. C. Jogani, All rights reserved.
Document Type
Thesis - Open Access
File Type
text
Language
English
Thesis Number
T 1522
Print OCLC #
5954428
Electronic OCLC #
1492656415
Recommended Citation
Jogani, C. C., "Economical span length ratios for four span continuous girder bridges." (1963). Masters Theses. 2828.
https://scholarsmine.mst.edu/masters_theses/2828