A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Model study of arch bridge for statically indeterminate stresses
Tests of celluloid model of steel-arch bridge, for Main Avenue in Cleveland, consisting of half-through central arch of 270-ft span and 148-ft rise, and smaller side-span arches of deck type.
Model study of arch bridge for statically indeterminate stresses
Tests of celluloid model of steel-arch bridge, for Main Avenue in Cleveland, consisting of half-through central arch of 270-ft span and 148-ft rise, and smaller side-span arches of deck type.
Model study of arch bridge for statically indeterminate stresses
Eng News-Rec
Plummer, F.L. (author)
Engineering News-Record ; 109
1932
2 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Stresses in statically indeterminate structures
Engineering Index Backfile | 1933
Most advantageous form for a statically indeterminate arch
| Engineering Index Backfile | 1927
Statically indeterminate frameworks
Engineering Index Backfile | 1937
Statically indeterminate structures
| UB Braunschweig | 1964
Statically indeterminate Structures
| UB Braunschweig | 1953