Theoretical mathematical design analysis; it is shown how effects on bridges of different axle loads and axle spacings can be directly compared and how such comparisons afford information showing how variations in axle spacings or change of wheel arrangement will frequently have effect of keeping loadings within specified limits.
Use of equivalent uniformly distributed load curve for comparing effects of locomotives on bridges
Locomotive
Locomotive Railway Carriage and Wagon Review ; 41 , n 516 ; p 254-260
1935
7 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Equivalent Uniformly-Distributed Live Load on Two-Way Slabs
British Library Conference Proceedings | 2010
|Engineering Index Backfile | 1934
|Stronger bridges -- Larger locomotives
Engineering Index Backfile | 1940
|Comparing heavy and light locomotives
Engineering Index Backfile | 1902
|Economical load for locomotives
Engineering Index Backfile | 1894