02265ntm a2200373 i 4500 0 0 lcc 0 1 REF 10000 10000 REF 2020-06-22 0 FKASA .A936 2019 r Bc. T000000564 2020-10-12 00:00:00 1 2020-06-22 PSM 0 0 lcc 0 0 10000 10000 2020-06-22 0 CD12511 T000000565 2020-11-23 00:00:00 1 2020-06-22 PSM 92318 92324 MY-KuUP 20251125105537.0 t||||fr|||| 000 0 ta 200622t20192019my a|||fram|| 000 0 eng d THE0008633(Local) hardback UMP eng UMP rda FKASA .A936 2019 r Bc. Muhammad Azammuddin Mohd Norman, author. Compression test of c-section cold-formed steel with an opening / Muhammad Azammuddin Mohd Norman Kuantan, Pahang : UMP, 2019 © 2019 xiii, 64 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 Single sections are the first choice before built-up sections used to resist load induced in a structure for example roof trusses. An existence of perforation in the structural member can be benefit to mechanical and electrical works, aside from that, theoretically the ultimate strength of the structure will be reduce due to existence of openings. This paper presents a detailed description of an experimental study of the flexural buckling strength in the presence of a perforation of cold-formed steel column. A total of 8 short columns, each length 600 mm, vary in size (203 mm and 103 mm) and thickness (1.3 mm and 2.0 mm). Compression test were done by using Universal Testing Machine and the ultimate strength were observed. The test result of 4 specimens with an opening were compared to the ones without opening. The result is presented in three section which are load vs vertical displacement, load vs horizontal displacement and buckling behaviour. Faculty of Civil Engineering and Earth Resources Dissertations Universities and colleges Disertations Theses lcc PSM