02894ntm a2200301 a 4500001001400000003000700014005001700021008004100038020002200079039004700101040000800148090002700156100002700183245012100210260003400331300006800365500005300433502009000486504003000576520149200606610006802098650004502166650001102211952012102222952013202343999002502475999009202500vtls000102649KUKTEM20251117113359.0180103s2017    my da  f am   000 0 eng d  aTHE0000266(Local) 9a201905141537bnazirahy201801031552zsaini  aUMP  aFKASA .A453 2017 r Bc.0 aNurul Amira Amilruddin10aFinite element analysis of cold-formed steel web stiffened channels under compression load /cNurul Amira Amilruddin  aKuantan, Pahang :bUMP,c2017  axviii, 119 p. :bill. (some col.), charts ;c30 cm. +e1 CD-ROM  aFaculty of Civil Engineering and Earth Resources  aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017  aBibliography : p. 118-1193 aCold-formed steels sections have been used in construction and industry. This product is strong, safe, durable and cost effective by saving a lot of construction time. In recent year, complex cold-formed steel section appeared due to improvement of technologies. But, the lack of experts in Malaysia, the uses of cold- formed is still limit on roof truss only. Web stiffeners are used to provide reinforcement of joints web to prevent crippling. The aim of this study is to investigate the buckling behaviour of cold-formed with different shape of web stiffeners channels. Finite element analysis (FEA) using LUSAS of cold-formed steel under compression load will be carried out whereas the buckling analysis and stress-strain behaviour of these specimens will be studied. In this research, three types of size specimens will be provided with are short (600 mm), medium (1500 mm) and slender (2000 mm). Furthermore, three types of web stiffener shapes will be used in this research are C section, Σ section and V section. The pinned ended and fixed ended was assign on the specimen and the finding from this are used to validated finite element result. Based on the result of FEA, the stress-strain relationship and behaviour of cold-formed web stiffened channels has been presented. Besides, the buckling loads and deformed shape of the cold-formed have been illustrated. The studies show that the shape of web stiffeners will affect the strength of ultimate load of cold formed steel.20aFaculty of Civil Engineering and Earth ResourcesxDissertations 0aUniversities and CollegesxDissertations 0aTheses  00104071a10000b10000d2019-09-04l0oFKASA .A453 2017 r Bc.p0000120811r2019-09-04 00:00:00t1w2019-09-04yPSM  00104071a10000b10000d2019-09-04l0oCD 10952 | FKASA .A453 2017 r Bc.p0000120812r2019-09-04 00:00:00t1w2019-09-04yPSM  aVIRTUA40c7678d7684  aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*9992