02139ntm a2200373 i 4500 0 0 lcc 0 1 REF 10000 10000 REF 2020-06-25 0 FKASA .A95 2019 r Bc. T000000604 2020-10-12 00:00:00 1 2020-06-25 PSM 0 0 lcc 0 0 REF 10000 10000 2020-06-25 0 CD12531 T000000605 2020-11-18 00:00:00 1 2020-06-25 PSM 92360 92366 MY-KuUP 20251125105539.0 t||||fr|||| 000 0 ta 200625t20192019my a|||fram|| 000 0 eng d THE0008654(Local) hardback UMP eng UMP rda FKASA .A95 2019 r Bc. Muhammad Azim Shafiq Mohd Zulhairi, author. Flexural behaviour of profiled steel decking using finite element analysis / Muhammad Azim Shafiq Mohd Zulhairi Kuantan, Pahang : UMP, 2019 © 2019 x, 35 pages : illustrations ; 30 cm. + 1 CD-ROM text rdacontent text rdacontent unmediated rdamedia computer rdamedia volume rdacarrier computer disc rdacarrier text file PDF rda Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019 Includes bibliographical references 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. Faculty of Civil Engineering and Earth Resources Disertations Universities and colleges Disertations Theses lcc PSM