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deck was numerically tested by linear elastic analysis using SAP2000 software. Following is a brief description of the model. 3.1 Bridge description The bridge is a viaduct designed for railway
syetem for the pitched roof industrial hall (elastic analysis), (in Hungarian) Report, Budapest University of Technology and Economics, Department of Steel Structures , Budapest, 1985. Bryan E. R., Davies J. M. Stressed skin
.1 Elastic analysis The figure below ( Fig. 3 ) shows the bending moment distribution throughout the slab. In the highlighted regions, the bending moment resulted from the elastic analysis exceeds the ultimate resistance moment. The calculation
may be assumed to be fulfilled, if the following criterion is satisfied: (17) α c r = F c r F E d ≥ 10 , for elastic analysis, α c r = F c r F E d ≥ 15 , for plastic analysis , where α cr is the factor by which the design loading would
