Report of Committee 30 -- Impact and Bridge Stresses; analysis of test data obtained on two double track deck plate girder bridges, of 40-ft and 60-ft spans; stresses were measured by means of electromagnetic strain gages, with oscillograph recordings in various parts of bridge.
Tests of steel girder spans on Illinois Central railroad
Am Ry Eng Assn -- Bul
American Railway Engineering Association -- Bulletin ; 53 , n 496
1951
102 pages
Article (Journal)
English
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