02472ntm a2200301 a 4500 vtls000092245 KUKTEM 20251117113305.0 151125t2015 my da f abm 000 0 eng d THE0000347(Local) 201905141727 nazirah 201712081148 nazri 201712041104 fateeha 201511251108 asma UMP FKASA .C36 2015 r Bc. Candra Menan Nagappan Finite element modelling analysis on built-up column / Candra Menan Nagappan Kuantan, Pahang : UMP, 2015 xv, 84 p. : ill. (some col.) ; 30 cm. + 1 CD ROM Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015 Bibliography : p. 84 Build-up column is a steel structure composed of two I-beam steel joined with steel plate or angles as the lacings of the column. The build-up column is one of the main load carrying members among all the other structural components of a building. Since the build-up column is assembled manually at the construction site, there might have some error in the section and orientation of the lacings assembled which will affect the performance of the build-up column. The main objectives of this study the effect of the different section and orientation of steel elements on build-up column in terms of buckling and stress distribution. Finite Element Analysis of Ansys 12.0 software is used to design the ten model of the build-up column. In order to study the effect of section of lacings, steel plate and L-angles are used. Besides that, to study the effect of orientation of the lacings, inclination angles of 40° , 45°, 50° , 55 ° and 60° are used. Based on the results, orientation of the steel lacings influenced the stress distribution of the due to the load. The greater the inclination angle the smaller the stress builds up on the lacings. Thus, the build-up column is more stable Faculty of Civil Engineering and Earth Resources Dissertations Universities and Colleges Dissertations Theses http://ecollib.ump.edu.my/id/eprint/25618 Access in library only http://ecollib.ump.edu.my/25618/ Access in library only 0 0 0 1 10000 10000 2019-09-04 0 FKASA .C36 2015 r Bc. 0000104239 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 1 10000 10000 2019-09-04 0 CD 9305 | FKASA .C36 2015 r Bc. 0000104240 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 6188 6194 VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*8561*9992