Ramadhan, Mochammad Trimanda and Indriati, Putri (2018) Modifikasi Desain Struktur Jembatan Kali Lanang STA ( 5+895 ) Pada Proyek Jalan Tol Krian - Legundi - Bunder - Manyar Seksi 1 Gresik, Jawa Timur Dengan Menggunakan Balok Beton Konvensional. Diploma thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Jembatan Kali Lanang terletak di Krian, Kabupaten Sidoarjo yang melewati Sungai Kali Lanang pada ruas jalan Tol Krian – Legundi – Bunder - Manyar (STA 5 + 895) dengan bentang 40,8 meter dan lebar total jembatan 25,2 meter. Jembatan ini awalnya menggunakan struktur girder beton precast. Penulis memodifikasi desain girder jembatan menjadi girder beton konvensional dengan panjang bentang 38,5 meter dengan lebar jembatan yang sama.
Jembatan Kali Lanang digunakan sebagai objek tugas akhir terapan untuk memodifikasi desain struktur jembatan, meliputi bangunan atas : Dimensi struktur plat lantai kendaraan beserta pengaman disisi tepi dengan acuan SNI-T-12-2004. Perhitungan bangunan bawah meliputi : pilar, abutment, tiang pancang, dan elastomer yang mengacu pada SNI T-12-2005, SNI 1725-2016 dan perencanaan perletakan jembatan kementerian PU Pekerjaan Umum 2015 dan pembebanan gempa mengacu pada SNI Gempa 2833 2013 (Jembatan). ============ Kali Lanang Bridge is located in Krian, Sidoarjo regency passing through Kali Lanang river which is included on the Krian – Legundi – Bunder – Manyar Toll Road Project ( STA 5+895 ), with 40,8 meters of length, and 25,2 meters of width. This bridge using precast concrete girder for the original design. The writer modificate the original design using conventional concrete girder with 38,5 meters of length and with the same width from the original design.
Kali Lanang Bridge used as the topics of the final project to be modificated. The structure that going to be modificated are, the top structure building : structure of floor plate vehicle and the safety part for the side of the bridge using SNI – T -12 -2004. The bottom structure building : pier, abutment, foundation, spoon pile and also elastomer which is using SNI T – 12 – 2005, SNI 1725-2016 and “Perencanaan Perletakan Jembatan Kementrian PU Pekerjaan Umum 2015” and the earthquake loading using SNI Gempa 2833 2013 (Jembatan).
| Item Type: | Thesis (Diploma) |
|---|---|
| Uncontrolled Keywords: | Jembatan Kali Lanang, Abutment, Plat Lantai, Struktur Beton Konvensional, Abutment, Plat Lantai, Struktur beton konvensional, precast concrete girder, structure building |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) T Technology > TA Engineering (General). Civil engineering (General) > TA658 Structural design T Technology > TG Bridge engineering |
| Divisions: | Faculty of Vocational > Civil Infrastructure Engineering (D3) |
| Depositing User: | Mochammad Trimanda Ramadhan |
| Date Deposited: | 07 Sep 2018 08:20 |
| Last Modified: | 09 Mar 2021 23:20 |
| URI: | http://repository.its.ac.id/id/eprint/52539 |
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