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...
Technical Speaker on art of structural design, optimisation, custom corporate training for civil/structural engineers, coaching, consulting, skill building, performance improvement, phone consulting in the sectors of: Real Estate, Buildings, Bridges, Industrial , Bunkers, Airport, PEB, Precast, Car Park, Food Park, Infrastructure, Exhibition Halls, Megaplexes, Composite Bridges, Bulk Materials Handling, Construction Quality Control, Residential, Commercial, High-Rise, Hospitality, Innovation. .