NURROCHMAT, CAHYADI (2023) PERILAKU STATIS JEMBATAN RANGKA BAJA (STUDI KASUS JEMBATAN CITANDUY KABUPATEN TASIKMALAYA). S1 thesis, UNIVERSITAS SULTAN AGENG TIRTAYASA.

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Abstract

The bridge is a road-complementary structure that functions to connect two ends of the road crossed by rivers, canals, valleys, seas, highways, and railroads. A truss bridge is a bridge structure made by combining steel elements according to design criteria and binding technical aspects. Citanduy Bridge is located in Ancol Village, Cineam District, Tasikmalaya Regency, West Java. This bridge has been operated, and to determine the capacity of the bridge, the bridge will be tested for loading. Citanduy Bridge will be tested for loads using two types of loading tests: static loading tests and dynamic loading tests. A static loading test is a loading test on the bridge in which the load used in a stationary condition is placed in the middle of the bridge span based on SNI 1725:2016. The load of the trucks used in this study was 35 tons, and the number of trucks was 6. Structural analysis in this study was carried out using the evaluation version of the SAP 2000 program. Based on RSNI T-03-2005, the allowable deflection on the Citanduy bridge is 62.5 mm. Based on the results of the study, the maximum deflection value obtained from the static load test was 42 mm on a span of 25 m when combined 4, while the maximum deflection value from the results of the structural analysis was 33.7 mm on a span of 25 m when combined 4. Based on the comparison of the maximum deflection with the allowable deflection, the Citanduy bridge can be categorized as passing the static load test.

Item Type:	Thesis (S1)
Contributors:	Contribution Contributors NIP/NIM Thesis advisor SOELARSO, SOELARSO 198010012008121004 Thesis advisor DARWIS, ZULMAHDI 197706182008011005 Thesis advisor BAEHAKI, BAEHAKI 198705082015041001 Thesis advisor FATHONAH, WOELANDARI 199012292019032021
Additional Information:	Jembatan adalah bangunan pelengkap jalan yang berfungsi menghubungkan dua ujung jalan yang terputus oleh sungai, saluran, lembah, selat atau laut, jalan raya dan jalan kereta api. Jembatan rangka adalah tipe struktur jembatan dengan menggabungkan elemen baja sesuai dengan kriteria desain dan aspek-aspek teknis yang mengikat. Jembatan Citanduy terletak di Desa Ancol, Kecamatan Cineam, Kabupaten Tasikmalaya, Jawa Barat. Jembatan ini sudah dioperasikan dan untuk mengetahui kemampuan jembatan terhadap kapasitasnya, jembatan akan dilakukan pengujian pembebanan. Jembatan Citanduy akan diuji beban dengan menggunakan dua jenis pengujian pembebanan yaitu, pengujian pembebanan statis dan pengujian pembebanan dinamis. Pengujian pembebanan statis merupakan pengujian pembebanan pada jembatan yang dimana beban yang digunakan dalam kondisi diam yang ditempatkan ditengah bentang jembatan berdasarkan SNI 1725:2016. Beban truk yang digunakan pada penelitian ini sebesar 35 ton dan jumlah truk sebanyak 6 buah truk. Analisis Struktur dilakukan pada penelitian ini dengan menggunakan bantuan program SAP2000 versi evaluasi. Berdasarkan RSNI T-03-2005, lendutan ijin pada jembatan Citanduy sebesar 62,5 mm. Berdasarkan hasil penelitian, didapatkan nilai lendutan maksimal hasil uji beban statis sebesar 42 mm pada bentang 25 m saat kombinasi 4, sedangkan nilai lendutan maksimal hasil analisis struktur sebesar 33,7 mm pada bentang 25 m saat kombinasi 4. Berdasarkan perbandingan lendutan maksimal dengan lendutan ijin, jembatan Citanduy dapat dikategorikan lolos uji beban statis.
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) T Technology > TG Bridge engineering
Divisions:	03-Fakultas Teknik 03-Fakultas Teknik > 22201-Jurusan Teknik Sipil
Depositing User:	Mr Cahyadi Nurrochmat
Date Deposited:	16 May 2023 11:11
Last Modified:	16 May 2023 11:11
URI:	http://eprints.untirta.ac.id/id/eprint/24169

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