The 3 secret technical tips for optimised steel concrete composite floor beams are discussed below for the benefit of steel designers. These are particularly applicable for commercial buildings, storage spaces, departmental shops , car park etc with more column-free areas. The tips to enjoy major advantages of composite steel beam over naked steel beam for the same span and loading are as below: Tip#1 As a flexure/bending member, the least section area for a naked steel beam happens when the web area equals half of total area of section and other half are is equally distributed in top and bottom flanges. Thus Atotal = 2Aw, and Aw=2Af where Aw is the area of web, Af is the area of each of top and bottom flange to resist design moment, ie. A =Aw+2Af. In other words, web resists 25% of BM and each of Flange resists 75% of BM either in compression or tension. Of course, serviceability criteria to be looked into separately by providing appropriate second moment of inertia (I) required for r
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