Maulana, Deni (2018) Proyek Akhir Modifikasi Desain Struktur Dermaga Lamongan Oil Tank Terminal Kapasitas 60.000 Dwt Kabupaten Lamongan. Diploma thesis, Institut Teknologi Sepuluh Nopember.
Preview |
Text
10111715000027-Undergraduate_Thesis.pdf - Accepted Version Download (4MB) | Preview |
Abstract
Dermaga Lamongan Oil Tank Terminal terletak di Lokasi Jl. Daendeles KM. 83,2 – Sedayu Lawas, Brondong, Lamongan dengan panjang trestle kurang lebih 2 km dan lebar trestle 8,5 m. Dermaga rencana dari proyek memiliki tiga terminal dengan kapasitas rencana paling besar yakni kapasitas 50.000 DWT di terminal 3.
Penulis memodifikasi dermaga tersebut dengan mengubah kapasitas kapal menjadi 60.000 DWT sehingga perlu ditambahkan trestle baru sepanjang 1,3 km menyesuaikan dengan draft kapal 60.000 DWT.
Dermaga Lamongan Oil Tank Terminal digunakan sebagai objek tugas akhir untuk dimodifikasi desain dermaga tersebut. Adapun peraturan perhitungan struktur menganut pada Standard Design Criteria for Ports in Indonesia 1984, Tata Cara Perhitungan Struktur Beton untuk Bangunan Gedung SNI-03-2847-2013, Perencanaan Pelabuhan, Bambang Triatmojo, 2009. BMS vol 1 & 2 1992, RSNI Perancangan Jembatan terhadap Beban Gempa dll.
Kata Kunci : Dermaga, 60.000 DWT, Fender, Beton
=======================================================================================================
Lamongan Oil Tank Terminal Quay located in Daendels St. KM. 83,2 – Sedayu Lawas Village – Brondong – Lamongan Disctrict with 2 km total length and 8,5 width trestle. Quay project from project division has three terminals with the biggest capacity over 50.000 DWT on third terminal
The writers will make some modification by changing the capacity of 50.000 DWT vessel into 60.000 DWT vessel and as a result it has to add a new trestle with 1,3 km length more or less that adjust with the new draft of 60.000 DWT vessels.
Lamongan Oil Tank Terminal is used as a Final Project Assignment by made some modification of the design structure of the quay. Also the guide for structure calculation using from Standard Design Criteria for Ports in Indonesia 1984, Tata Cara Perhitungan Struktur Beton untuk Bangunan Gedung SNI-03-2847-2013, Perencanaan Pelabuhan, Bambang Triatmojo, 2009. BMS vol 1 & 2 1992, RSNI Perancangan Jembatan terhadap Beban Gempa and so on.
Keyword : Quay, 60.000 DWT, Fender, Prestressed Concrete
| Item Type: | Thesis (Diploma) |
|---|---|
| Uncontrolled Keywords: | Dermaga, 60.000 DWT, Fender, Beton |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Vocational > Civil Infrastructure Engineering (D3) |
| Depositing User: | Deni Maulana |
| Date Deposited: | 28 Jun 2021 01:04 |
| Last Modified: | 28 Jun 2021 01:04 |
| URI: | http://repository.its.ac.id/id/eprint/56569 |
Actions (login required)
 |
View Item |