Muhammad Azim Shafiq Mohd Zulhairi creator author. text abstract or summary my 2019 2019 monographic eng x, 35 pages : illustrations ; 30 cm. + 1 CD-ROM Finite element is widely used nowadays especially towards civil engineering field. Profiled steel decking has been used as part of composite slabs design where the steel deck is utilized as permanent form work and tensile reinforcement for composite slabs. This study aims to focus the response of bare profiled steel deck with a present of c-channel in unpropped construction. Nine specimen of four-point bending test will be model in Abaqus to investigate the response of profiled steel deck at various spans. Three set of specimen consists of strengthen with c-channel and unstrengthen with c-channel. Result from this study show that a profiled steel deck strengthen with c-channel more efficient than unstrengthen with c-channel. The findings from this study will be used to make recommendations for design engineers. specialized Muhammad Azim Shafiq Mohd Zulhairi Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019 Includes bibliographical references Faculty of Civil Engineering and Earth Resources Disertations Universities and colleges Disertations Theses THE0008654(Local) UMP 200625 20251125105539.0 eng