Perencanaan Jembatan Beton Bertulang Sebagai Akses Jalan Lingkar Desa Pada Proyek Pembangunan Bendungan Pidekso Wonogiri

Dalam, Vernando Bintang Ivak and , Mochamad Solikin, S.T., M.T., Ph.D. and , Muslich, S.T. (2020) Perencanaan Jembatan Beton Bertulang Sebagai Akses Jalan Lingkar Desa Pada Proyek Pembangunan Bendungan Pidekso Wonogiri. Skripsi thesis, Universitas Muhammadiyah Surakarta.

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Abstract

Pidekso Bridge is located in Wonogiri Regency. This bridge was built because of the impact of the Wonogiri Pidekso Dam Construction. The Pidekso Bridge plays a vital role for residents around the Pidekso Dam as a village ring road that can be used to link villagers' residential dwellings to local roads or collectors, especially settlements that are isolated after the Pidekso Dam has been flooded. This final report plans Pidekso Bridge uses a T-beam reinforced concrete girder bridge with a span length of 20 meters with a total width of 5 meters. Building construction planning upper the bridge includes backrests, walkways, bridge floor plates, longitudinal girders, transverse girders, and stampede. Building construction planning under the bridge includes abutments and pile foundations. The calculation of bridge loading analysis uses a reference SNI 1725-2016, with the calculation analysis towards the earthquake loads uses a reference SNI 2833-2016. Longitudinal girder planning was analyzed using SAP2000 assistive software. The result of the analysis showed that the biggest output moment is on the “kuat 1” combination which is used to determine the number of reinforcement in the longitudinal girder. In the building construction planning under the bridge, the abutment is controlled for the bolt and shear stability in the bridge abutment with the result that all types of combinations are safe for the bolt and shear stability. Also, the bridge abutment piles foundations are controlled for the soil carrying capacity. The analysis calculation results obtained the need for piles of bridge abutments of 12 pieces.

Item Type:	Karya ilmiah (Skripsi)
Uncontrolled Keywords:	Abutment, Balok-T, Beton Bertulang, Jembatan, Tiang Pancang
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	VERNANDO BINTANG IVAK DALAM
Date Deposited:	15 Aug 2020 03:46
Last Modified:	15 Aug 2020 03:46
URI:	http://eprints.ums.ac.id/id/eprint/84855

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