02280ntm a2200373 i 4500 0 0 lcc 0 1 REF 10000 10000 REF 2020-06-22 0 FKASA .L36 2019 r Bc. T000000562 2020-10-12 00:00:00 1 2020-06-22 PSM 0 0 lcc 0 0 10000 10000 2020-06-22 0 CD12510 T000000563 2020-11-23 00:00:00 1 2020-06-22 PSM 92317 92323 MY-KuUP 20251125105537.0 t||||fr|||| 000 0 ta 200622t20192019my a|||fram|| 000 0 eng d THE0008632(Local) hardback UMP eng UMP rda FKASA .L36 2019 r Bc. Lam, Cheng Yong, author. Finite element analysis of steel frame for high rise building structure using ansys / Lam Cheng Yong Kuantan, Pahang : UMP, 2019 © 2019 xiii, 100 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 In this research, 3D steel frame was analyzed by manual calculation and also ANSYS program with the probabilistic method. This analysis is to determine the stress, strain, deflection, deformation of the structure and checked accordingly to Eurocode 3 as well. Recently, steel frame is normally used in building due to light, greater durability, erected rapidly and economical. A 3D Lin. Beam 188 of steel element type was choose for the 3D steel frame. Due to the design criteria in designing for tensile, compression and buckling were passed, hence the material and geometry of the steel were satisfied as well for this research. The numerical results show very good agreement with manual calculation results. The real behavior of the structure under the applied loads from the results of simulation. The results of cumulative distribution function, histogram plot, sensitivity plot and simple history plot by 10000 times of simulation for any input and output in probabilistic analysis. Faculty of Civil Engineering and Earth Resources Dissertations Universities and colleges Disertations Theses lcc PSM