Economical span length ratios for four span continuous girder bridges.

Author

C. C. Jogani

Abstract

"This study presents the results of an analysis of maximum moment in a four-span continuous bridge with total span length of 1001, 2001 and 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

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