A platform for research: civil engineering, architecture and urbanism
General criterion for position of loads causing maximum stress in any member of a bridge truss
A contribution toward the unification of the theory of maximum stresses due to moving loads. (6500 w.)
General criterion for position of loads causing maximum stress in any member of a bridge truss
A contribution toward the unification of the theory of maximum stresses due to moving loads. (6500 w.)
General criterion for position of loads causing maximum stress in any member of a bridge truss
Pro Am Soc Civ Engs
Hoskins, L.M. (author)
1899
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
General criterion for position of loads causing maximum stress in any member of a bridge truss
Engineering Index Backfile | 1899
|General criterion for position of loads causing maximum stress in any member of a bridge truss
Engineering Index Backfile | 1899
|Discussion on Position of Loads on A Bridge Truss
ASCE | 2021
|TRUSS BRIDGE MEMBER REPLACEMENT METHOD AND REBUILDING METHOD
European Patent Office | 2019
|