Study analysis and design of steel beam using engineering software = Studi analisis dan desain balok baja menggunakan program komputer rekayasa

King, Jimmy (2016) Study analysis and design of steel beam using engineering software = Studi analisis dan desain balok baja menggunakan program komputer rekayasa. Bachelor thesis, Universitas Pelita Harapan.

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Abstract

In general, a computer program analyze structures in two stages, structure and design analysis. Both of these stages are different but the default parameter of the program makes these two process feels like the are one and the same. The computer does this by calculating without showing the whole process to the user. This makes it seem that using a program is simpler because the data from the analysis stage can be used in the design phase without any additional data (Dewobroto dan Chendrawan, 2010). However the result of this design feature may not be the as accurate as expected and the result has to be evaluated. This is not an easy process and, oftentimes, inexperienced user will trust the design that is given by the program. This is risky as there may be an overdesign or underdesign. The user must understand the characteristic of the program in in response to a structural model given to the program in both the analysis through the design phase. The user must consider special parameters that are found only in the design phase as there are unlimited structural model variation and there are limited parameter input in the program. The problem appears when the program tries to interpret structural model that is given during the design phase. That is why this final project will dissect the characteristic of the program in designing steel beams. The program used is SAP2000 and STAAD PRO as these are two popular programs. The study is conducted using several different beam configurations so that it can be seen how the program determines design parameters. The result of the study shows that the parameters of SAP200 is not consistent for every case, while STAAD PRO shows consistent parameters. This shows that the analysis phase is not the same as the design phase because it can be seen that these two program are not the same and are influenced by their structural model. STAAD PRO is also proven to be more dependable because of its consistency in determining design parameters.

Item Type: Thesis (Bachelor)
Creators:
CreatorsNIMEmail
King, JimmyUNSPECIFIEDUNSPECIFIED
Contributors:
ContributionContributorsNIDN/NIDKEmail
Thesis advisorDewobroto, WiryantoUNSPECIFIEDUNSPECIFIED
Uncontrolled Keywords: SAP2000; STAAD PRO; steel; stability; beam; design; analysis
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: University Subject > Current > Faculty/School - UPH Karawaci > Faculty of Science and Technology > Civil Engineering
Current > Faculty/School - UPH Karawaci > Faculty of Science and Technology > Civil Engineering
Depositing User: Mrs Marselita Harapan
Date Deposited: 16 Oct 2018 07:33
Last Modified: 20 Jul 2020 04:03
URI: http://repository.uph.edu/id/eprint/1063

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