Modifikasi Desain Struktur Jembatan Kartoharjo STA 102 + 678 Pada Ruas Jalan Tol Solo-Kertosono Paket NK1 Kabupaten Magetan

Haq, Muhammad Difaa' Ul and Maulana, Deni (2017) Modifikasi Desain Struktur Jembatan Kartoharjo STA 102 + 678 Pada Ruas Jalan Tol Solo-Kertosono Paket NK1 Kabupaten Magetan. Diploma thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Jembatan Kartoharjo terletak pada ruas jalan tol Solo – Kertosono STA 102+678 dengan bentang total 43 meter dan lebar jembatan bentang tengah 25,2 meter. Penulis memodifikasi dengan menghilangkan fungsi Pile Cap dan menjadikan Pondasi sekaligus Pier Coloumn, dan menggunakan Secant Pile sebagai Dinding Penahan Tanah pada bagian Abutment Jembatan Kartoharjo digunakan sebagai objek tugas akhir untuk memodifikasi desain struktur jembatan meliputi bangunan atas : Dimensi struktur plat lantai kendaraan beserta pengaman disisi tepid an pelebaran desain jembatan dari sebelumnya dengan acuan SNI-T-12-2004. Perhitungan bangunan bawah meliputi : Secant Pile, pilar, abutment, dan elastomer yang mengacu pada SNI-T-12-2005 dan perencanaan perletakan jembatan kementerian PU Pekerjaan Umum 2015 dan pembebanan gempa mengacu pada SNI Gempa 2833-2013 (Jembatan) ================================================================= Kartoharjo Bridge is located on the road section of Solo – Kertosono STA 102+678 with 43 meters total lengths and 25,2 meters width in middle section. The Writers make some modification by losing the function of Pile Cap and becoming Foundation and Pier Column at once, and use a Secant Pile as Soil Wall Holder on part of Abutment Kartoharjo Bridge is used as a Final Project Assignment by made some modification of the design structure of the bridge, such as Upper Structure (Floor plat structure, safety on edge side and widening the width of bridge from before) with guide from SNI-T-12-2004. Calculating of Bottom Structure (Secant Pile, abutment, and elastomer) which is referring on SNI-T-12-2005 and Bridge plotting plan by Kementerian PU Pekerjaan Umum 2015 and loading earthquake referring on SNI Gempa 2833-2013 (for Bridge)

Item Type: Thesis (Diploma)
Uncontrolled Keywords: Girder Beam, Secant Pile, Bored Pile, Abutment, Balok Girder
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TG Bridge engineering
Divisions: Faculty of Vocational > Civil Infrastructure Engineering (D3)
Depositing User: Deni . .
Date Deposited: 30 Nov 2017 06:13
Last Modified: 06 Mar 2019 04:41
URI: https://repository.its.ac.id/id/eprint/44284

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