02238ntm a2200289 a 4500 vtls000092135 KUKTEM 20251117113309.0 151119t2015 my da f abm 000 0 eng d THE0000761(Local) 201905161452 nazirah 201711301546 fateeha 201511251115 asma 201511191239 asma UMP FKASA .T46 2015 r Bc. Teo, Kah Wei Probabilistics finite element analysis of 3d portal frame using ANSYS / Teo Kah Wei Kuantan, Pahang : UMP, 2015 xviii, 111 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. 78 In this research, a 3D portal frame was analyzed by manual calculation and also ANSYS program with the probabilistic method. This analysis is to determine the stress, strain, deflection and deformation of the structure. Besides that, the structure is checked accordingly to Eurocode 3 also. Nowadays portal frame is widely used for industrial building. It is very stable in term of everything and low in cost. A 500N/𝑚𝑚2 of yield strength was choose for the 3D portal frame. The material and geometry of the space truss was satisfied for this research since it passed all the design criteria in designing for tensile, compression and also buckling. The numerical results show very good agreement with manual calculation results. From the results of simulation, we get to know the real behavior of the structure under the applied loads. In probabilistic analysis, we get the results of cumulative distribution function, histogram plot, sensitivity plot and simple history plot by 10000 times of simulation for any input and output Faculty of Civil Engineering and Earth Resources Dissertations Universities and Colleges Dissertations Theses http://ecollib.ump.edu.my/id/eprint/25234 Access in library only 0 0 0 1 10000 10000 2019-09-04 0 FKASA .T46 2015 r Bc. 0000104431 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 1 10000 10000 2019-09-04 0 CD 9248 | FKASA .T46 2015 r Bc. 0000104432 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 6302 6308 VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*9992