PERANCANGAN STRUKTUR ATAS JEMBATAN SUNGAI MESIM MENGGUNAKAN RANGKA BAJA BERDASARKAN SNI 1725:2016

Authors

  • Layla Kumala Rizki Politeknik Negeri Bengkalis
  • Indriyani Puluhulawa Politeknik Negeri Bengkalis

DOI:

https://doi.org/10.36341/racic.v6i2.2130

Keywords:

Steel truss

Abstract

One of  rivers on Rupat Island is Mesim River. The bridge crosses the river is a reinforced concrete bridge. Accordance with Bina Marga regulations for 40 – 200 m long obstacles, steel truss bridge is the most economical type.  Therefore, in this planning the author redesigned upper structure of Mesim River Bridge using a steel truss. This design aims to obtain effective upper structur dimension, implementation steps and engineer of estimate. This plan refers to SNI 1725:2016 about bridge loading, RSNI T-03-2005 about steel structure planning for bridges, and SNI T-12-2004 about concrete structure planning. This bridge is planned with a length of 52 m.  Based on planning results, the bridge slab thickness is 200 mm, stringer uses IWF 350.175.7.11,  cross girder uses IWF 700.300.13.24, main truss uses IWF 400.400.13.21

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References

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Published

2021-12-30

Issue

Vol. 6 No. 2 (2021): Desember

Section

Articles

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