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Report of committee XV -- Iron and steel structures
Specifications for steel railway bridges for fixed spans not exceeding 400 ft in length; impact -- railway bridges; Bearing Value of Rollers, W. M. WILSON; Change in Grade of Structural Steel, A. W. CARPENTER; Comments on Column Formula Recently Adopted by Iron and Steel Committee of AREA, F. E. TURNEAURE; Elastic Stability of Plates Subjected to Compression and Shear, O. E. HOVEY; Shears on Column Lacing, S. HARDESTY; Live Loads for Multiple Track Bridges, H. C. TAMMEN; Live Loads and Unit Stresses for Bridge Design, S. HARDES TY; Impact in Steel Railway Bridges, J. B. HUNLEY; Net Section of Riveted Tension Members, C. H. CHAPIN. (See also - discussion p 986-1009)
Report of committee XV -- Iron and steel structures
Specifications for steel railway bridges for fixed spans not exceeding 400 ft in length; impact -- railway bridges; Bearing Value of Rollers, W. M. WILSON; Change in Grade of Structural Steel, A. W. CARPENTER; Comments on Column Formula Recently Adopted by Iron and Steel Committee of AREA, F. E. TURNEAURE; Elastic Stability of Plates Subjected to Compression and Shear, O. E. HOVEY; Shears on Column Lacing, S. HARDESTY; Live Loads for Multiple Track Bridges, H. C. TAMMEN; Live Loads and Unit Stresses for Bridge Design, S. HARDES TY; Impact in Steel Railway Bridges, J. B. HUNLEY; Net Section of Riveted Tension Members, C. H. CHAPIN. (See also - discussion p 986-1009)
Report of committee XV -- Iron and steel structures
Am Ry Eng Assn -- Proc
1935
150 pages
Article (Journal)
English
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Report of committee 15 -- Iron and steel structures
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Report of committee 15 -- Iron and steel structures
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