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Factors for consideration in locomotive design; specimen bridge curve developed for 4-6-0 type engine and tender, greatest load on any of coupled axles in this case not exceeding 19 tons; Cooper's conventional loadings for one track shown for five chasses; diagrams show spacing of axles for British standard railway bridges unit loadings per track.
Factors for consideration in locomotive design; specimen bridge curve developed for 4-6-0 type engine and tender, greatest load on any of coupled axles in this case not exceeding 19 tons; Cooper's conventional loadings for one track shown for five chasses; diagrams show spacing of axles for British standard railway bridges unit loadings per track.
Axleloads and bridge stresses
Ry Gaz
McArd, G.W. (author)
Railway Gazette ; 102
1955
4 pages
Article (Journal)
English
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