A platform for research: civil engineering, architecture and urbanism
The design of two-span reinforced concrete girder bridges
Considers following two methods: determination of moments and shears as indicated by influence lines; use of equivalent distributed load and employment of envelopes which give maximum moment and shear under all conditions of loading under such distributed load.
The design of two-span reinforced concrete girder bridges
Considers following two methods: determination of moments and shears as indicated by influence lines; use of equivalent distributed load and employment of envelopes which give maximum moment and shear under all conditions of loading under such distributed load.
The design of two-span reinforced concrete girder bridges
Surveyor (Lond)
Hughes, A.C. (author) / Gray, C.S. (author)
1926
4 pages
7 Figs.
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Long span reinforced-concrete girder bridges
Engineering Index Backfile | 1910
|Reinforced concrete girder bridges of over 100 ft. Span
Engineering Index Backfile | 1938
|Reinforced concrete girder bridges of over 100 ft. Span
Engineering Index Backfile | 1938
|Reinforced concrete girder bridges of over 100 ft span
Engineering Index Backfile | 1939
|Long-span concrete girder bridges in Pforzheim
Engineering Index Backfile | 1931
|