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Analytical & Experimental comparison on steel composite deck


Prof.K.A Parmar , L. D. College of Engineering, Ahmadabad, Gujarat, India; Janak Panchal, L. D. College of Engineering, Ahmadabad, Gujarat, India


steel-framed building systems, UDL.


A composite slab with profiled steel decking has proved over the years to be one of the simpler, faster, lighter, and economical constructions in steel-framed building systems. Comparative study of flexural strength of steel-concrete composite slab is made. This paper presents the testing of cold formed steel - concrete composite slab. Full scale bending test with UDL is conducted. Flexural capacity and vertical shear capacity is then analyzed using Euro code- IV. Experimental results are compared with analytical values. The result shows good agreement between analytical and experiment result.

Other Details

Paper ID: IJSRDV1I6002
Published in: Volume : 1, Issue : 6
Publication Date: 01/09/2013
Page(s): 1280-1281

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