Masters Theses

Author

C. C. Jogani

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

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