Floor and roof slabs constructed using composite panels of steel deck and concrete inrnwhich the steel deck panels serve both, as formwork and reinforcement are the practice ofrndeveloped nations. The steel deck manufacturers developed their own cross sectionalrnprofiles and provide detail manuals where the thickness of the sheets ranges betweenrn0.8mm to 1.5mm. This new technology has not been yet practiced in our constructionrnindustry. Thus, this Thesis Paper aims at assessing the local profile steel sheet products andrndevelop analysis and design techniques for steel deck concrete composite slab for building,rnwhich fit our local conditions.rnThe organization of the study can be viewed to consist of four main components, the firstrnbeing assessment of the physical and mechanical properties and production process of steelrnsheet profiles produced by local manufacturers as well as foreign practices. Analysis andrndesign requirement based on local building code requirement, foreign code of practice suchrnas British Standard and international published books on the subject matter are dealt in thernsecond part of the text for various stages of loading. Laboratory test for the assessment ofrntensile strength of local sheet and chemical as well as mechanical shear interlock betweenrnprofile sheet and concrete conducted in the capacity of the local laboratory facility can bernvery well grouped as the third part of the manuscript.rnDesign example for composite slab together with cost comparison between compositernsystem and conventional slab construction are elaborated in the last section of the text. Inrngeneral, Serviceability, Strength and Economy aspects of such construction are the mainrnconcerns of the study.