"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
Frank A. Gerig
Karlheinz C. Muhlbauer
John A. Nelson
Civil, Architectural and Environmental Engineering
M.S. in Civil Engineering
Missouri School of Mines and Metallurgy
v, 56 pages
© 1963 C. C. Jogani, All rights reserved.
Thesis - Open Access
Print OCLC #
Jogani, C. C., "Economical span length ratios for four span continuous girder bridges." (1963). Masters Theses. 2828.