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Consideration of stresses arising in members due to unsymmetrical live loads for railroad bridge design with double tracks or curved track; investigation of eccentric loading problem producing difference in bending moment of 2 main girders; theorem for deck plate girder and truss girder bridge which takes into consideration shear stream along edge line of main girder, is applied to case of horizontal torsional loading and case of skewed plate girder bridge, as well.
Consideration of stresses arising in members due to unsymmetrical live loads for railroad bridge design with double tracks or curved track; investigation of eccentric loading problem producing difference in bending moment of 2 main girders; theorem for deck plate girder and truss girder bridge which takes into consideration shear stream along edge line of main girder, is applied to case of horizontal torsional loading and case of skewed plate girder bridge, as well.
Torsion stresses in deck plate girder or truss girder bridges
Tokyo Ry Tech Research Inst -- Quarterly Report
Itoh, F. (author)
1961
6 pages
Article (Journal)
English
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