ANALISA TEGANGAN PADA JEMBATAN KERETA API BANGUNAN HIKMAT (BH) 365

HARYANDI, RIKO and Gustini, Gustini (2014) ANALISA TEGANGAN PADA JEMBATAN KERETA API BANGUNAN HIKMAT (BH) 365. Undergraduate thesis, Sriwijaya University.

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Abstract

Planning of the railway bridges construction usually use finite element method . In practice , the finite element method is applied by using a lot of Software or Computer programs . One of the Software used is Solid Works 2012 and COSMOSM 2012 (2010/290). Because SolidWorks 2012 and COSMOSM 2012 (2010/290) Software has more advantages compared with the other programs and can be analyzed with more accurate data . This research was conducted to analyze the voltage on the Bangunan Hikmat (BH) railway bridge 365 . The results of this research indicate that the upper axial and bending maximum stress is 2.368.817.408,0 N/m2 and the upper axial bending minimum stress is 4.621,0 N/m2, the Displacement maximum in the amount of 1,211 x 102 mm and the Displacement minimum at 1,000 x 10-30 mm and Factor of Safety value greatest value is 198.192,98 and the lowest Factor of Safety value is 2.05. If has been seen ffom the result of the research, showed that the Factor of Safety value is 2.05, the lowest found on railway line spans 2 and spans 3 , where the value of the upper axial and bending stress most maximum at this point Value Factor Of Safety very high or higher than 1 ( FOS > 1 ) , this value indicates that the railway bridge will not be damaged if it is passed by the live load or three locomotives . Of the value of the FOS , the railway bridge can be declared safe.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	Railway bridge, SolidWorks Program 2012, Stress
Subjects:	T Technology > TJ Mechanical engineering and machinery > TJ1-1570 Mechanical engineering and machinery
Divisions:	03-Faculty of Engineering > 21201-Mechanical Engineering (S1)
Depositing User:	Mrs Furika Furika
Date Deposited:	01 Oct 2024 03:33
Last Modified:	01 Oct 2024 03:33
URI:	http://repository.unsri.ac.id/id/eprint/158232

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