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The growing popularity of perforated steel plates since 1940’s is due to cost efficiency, ease of fabrication, high strength to weight ratio and suitability for a wide range application [2]. In order to provide better understanding of stress distribution in the vicinity of the web openings, some researches try to examine numerically the web opening shapes of perforated steel sections and identify those that have the best structural behaviour under certain type of loading. [2,3] The aim is to provide the maximum possible web opening area for the integration of services, whilst keeping the minimum possible self-weight for different type of loading.

The Efficiency of Structural Steel Section with Perforated-Corrugated Web Profile Subjected to Shear Loading Condition