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General criterion for position of loads causing maximum stress in any member of a bridge truss
Contribution to the discussion of the paper by L. M. Hoskins. (400 w.)
General criterion for position of loads causing maximum stress in any member of a bridge truss
Contribution to the discussion of the paper by L. M. Hoskins. (400 w.)
General criterion for position of loads causing maximum stress in any member of a bridge truss
Pro Am Soc Civ Engs
Cilley, F.H. (author)
1899
Article (Journal)
English
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General criterion for position of loads causing maximum stress in any member of a bridge truss
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