Limit Design of Crossed Steel Beams

by A. Zaslavsky,


Serial Information: Journal of the Structural Division, 1962, Vol. 88, Issue 1, Pg. 135-170


Document Type: Journal Paper

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Abstract: Limit design of symmetrical steel floor system of crossed prismatic beams by simple plastic theory neglecting torsional rigidity is presented; collapse mechanisms for different support conditions of floor beams are determined and represented by means of collapse lines; analysis also deals with equivalent concentrated loads and tentative case of active reactions.

Subject Headings: Steel beams | Floors | Material failures | Structural failures | Plastic design | Symmetry | Plastics

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