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Beam-Supported Slabs Subject to Edge Loading

by David O. Knuttunen, LeMessurier Consultants, United States,
Richard A. Henige, Jr., LeMessurier Consultants, United States,
David O. Knuttunen, LeMessurier Consultants, United States,
Richard A. Henige, Jr., LeMessurier Consultants, United States,



Document Type: Proceeding Paper

Part of: Structural Materials

Abstract:

A model is presented which allows a designer to estimate stiffnesses required to provide a given critical buckling load in beam-supported slabs subjected to biaxial edge loading, such as slabs subjected to soil pressure in deep basements. Comparisons are made with an elastic buckling analysis of a plane grid model.

Subject Headings: Biaxial loads | Buckling | Soil pressure | Slabs | Stiffening | Steel structures | Critical loads

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