A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The basic idea was to establish the maximum stresses producible at all sections of all spans by the heaviest existing locomotive loadings. The composite results showed a variation in equivalent Cooper ratings ranging Tom E -75 for the shorter spans to E-60 for the longer ones.
The basic idea was to establish the maximum stresses producible at all sections of all spans by the heaviest existing locomotive loadings. The composite results showed a variation in equivalent Cooper ratings ranging Tom E -75 for the shorter spans to E-60 for the longer ones.
Locomotive Loadings for Railway
Steinman, D. B. (author)
Transactions of the American Society of Civil Engineers ; LXXXVI ; 606-636
2021-01-01
311923-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Locomotive loadings for railway bridges
Engineering Index Backfile | 1923
Discussion: Locomotive Loadings for Railway Bridges
| ASCE | 2021
Railway locomotive construction programme
Engineering Index Backfile | 1947