Published Paper Details:

Steel concrete composite deck is a quick and affordable structural method that is employed all over the world. In recent times, India has also become more aware of the tactics. A lean cold-formed steel sheet that can be shaped into any required shape makes up the profile deck. Changing the geometrical shape and strength of material characteristics of the steel concrete deck allows for a critical analysis to be done in this article. Its impact on the placement of the N-A and flexural resistance is examined. Another significant issue with decks is their ductile behavior. In order to assure ductile behavior of composite deck, authors present the limitation assessment of N-A for frequently used steel grades for profile deck. For an open trough type profile deck, the article takes into account differences in concrete thickness, yield strength of the material, and concrete cylinder strength. According to Eurocode EN-1994, N-A depth and MOR calculations are conducted assuming a complete connection between steel and concrete. The findings reveal that changing geometrical and material factors significantly affect flexural capacity and N-A placement.