{"data":{"id":5851,"url":"https:\/\/repo.xbbh.net\/items\/5851","status":"published","type":"thesis","title":"\u201cANALISIS PERENCANAAN STRUKTUR MOORING DOLPHIN MD 2 \nDAN MD 3 JETTY 6A PADA PROYEK  REFINERY DEVELOPMENT \nMASTER PLAN (RDMP) RU V PT. PERTAMINA BALIKPAPAN \nPROVINSI KALIMANTAN TIMUR\u201d","title_alt":null,"abstract":"Jetty adalah dermaga khusus yang dibuat untuk keperluan pengolahan minyak bumi, \nkarena kapal untuk keperluan minyak bumi adalah kapal dengan muatan yang besar, \nsehingga tidak bisa bersandar pada sebuah dermaga biasa, maka dibuat konstruksi Jetty \nagar kapal dengan muatan besar bisa bersandar, dalam struktur jetty terdapat struktur \nmooring dolphin yang berfungsi sebagai tempat kapal bertambat agar kapal bisa \nbersandar tanpa banyak gerakan yang dialami oleh sebuah kapal saat bertambat yang \ndiakibatkan oleh beberapa faktor seperti: gelombang air laut, angin, arus dan hal \nlainnya, maka saat proses desain mooring dolphin perlu adanya perkiraan perubahan \nangin, gelombang air laut dan arus, selain itu gaya Tarik dari kapal sendiri perlu \ndiperhitungkan dengan baik, maka  dilakukan analisis yang akan dibahas pada Tugas \nAkhir ini. Mooring dolphin (MD2 dan MD3) adalah mooring dolphin yang berada \nsebelah selatan Jetty 6A, MD2 dan MD3 terdiri dari struktur atas dengan dimensi 7700 \n\u00d7 7000 \u00d7 2000 mm pada beton bertulang digunakan beton dengan fc\u2019 = 35 MPa dan \npada Steel Pipe Pile digunakan spesifikasi fy = 315 MPa dan fu = 455 MPa, pada \nanalisis perencanaan struktur mooring dolphin digunakan software SAP2000 versi 22, \ndan yang menjadi acuan pada analisis ini adalah AISC-ASD89 dan ACI318M-14. Nilai \ncapacity ratio terbesar yang diperoleh adalah MD2 = 0,52 dan MD3 = 0,42 sehingga \ntiang pancang masih aman digunakan, untuk pile head digunakan tulangan utama 30\nD25, tulangan spiral D13-75 dan selimut beton 40 mm, struktur pile cap digunakan \ntulangan utama D29-150, skin reinforcement D16-150 dengan selimut beton 65 mm, \ndan untuk bagian precast tulangan utama D29-150 dan ties D16-150. \nKata Kunci : Moooring Dolphin, Steel Pipe Pile, Beton Bertulang","abstract_alt":null,"creators":[{"role":"author","family_name":"RAMADYA","given_name":"DAFA  RASHIF","orcid":null,"national_id":"2112191044"},{"role":"advisor","family_name":"Ryanto","given_name":"Muhamad","orcid":null,"national_id":"0418117101"}],"year":2023,"date_issued":"2023-06-16","publication":null,"volume":null,"issue":null,"pages":null,"publisher":null,"isbn":null,"issn":null,"doi":null,"official_url":null,"institution":"UNIVERSITAS SANGGA BUANA YPKP","id_number":null,"thesis_level":"bachelor","publication_status":"published","refereed":null,"keywords":["Kata Kunci : Moooring Dolphin","Steel Pipe Pile","Beton Bertulang"],"language":"id","subjects":[],"divisions":[{"code":"22201","name":"S1 Teknik Sipil","pddikti_code":"22201"}],"citation":"RAMADYA, DAFA  RASHIF (2023) \u201cANALISIS PERENCANAAN STRUKTUR MOORING DOLPHIN MD 2 \nDAN MD 3 JETTY 6A PADA PROYEK  REFINERY DEVELOPMENT \nMASTER PLAN (RDMP) RU V PT. PERTAMINA BALIKPAPAN \nPROVINSI KALIMANTAN TIMUR\u201d. UNIVERSITAS SANGGA BUANA YPKP.","documents":[{"name":"DAFTAR_PUSTAKA.pdf","section":"bibliography","mime_type":"application\/pdf","size":10729125,"sha256":"b095e341a8f5a764c6abc66f6d11e9b21bab393c27d6f4db0008b12e7b86c97d","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/5851\/files\/13538\/DAFTAR_PUSTAKA.pdf"},{"name":"LEMBAR_PENGESAHAN.pdf","section":"front_matter","mime_type":"application\/pdf","size":695721,"sha256":"b8fad9f3ff0e84231f9408569fb6c14d92ffabbea7eb6ac6d5d33fd1186f5d59","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/5851\/files\/13539\/LEMBAR_PENGESAHAN.pdf"},{"name":"00._FULL_TA.pdf","section":"fulltext","mime_type":"application\/pdf","size":11540223,"sha256":"42395bce40fb2156ce152ffe12af0ed83947adaf5c4a16c83b9962d4cab6cf24","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/5851\/files\/13540\/00._FULL_TA.pdf"},{"name":"COVER.pdf","section":"cover","mime_type":"application\/pdf","size":10729135,"sha256":"03197a7bfc291b6aa5f4bf855360d5b2daca4f4102e8d461a7450a624014d3a9","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/5851\/files\/13541\/COVER.pdf"},{"name":"ABSTRAK.pdf","section":"abstract","mime_type":"application\/pdf","size":10729136,"sha256":"3b5c58911f6c2c48a1ef5d2764957b79c5404026867d1a79b34f7ff9f4a53480","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/5851\/files\/13542\/ABSTRAK.pdf"},{"name":"BAB_I.pdf","section":"chapter_1","mime_type":"application\/pdf","size":10729172,"sha256":"44f39e0b494a261666aafc957256c83d159ff77462ef8c586bb0e53d2a4345ce","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/5851\/files\/13543\/BAB_I.pdf"},{"name":"LEMBAR_PERNYATAAN.pdf","section":"front_matter","mime_type":"application\/pdf","size":558007,"sha256":"7b048dd33cc4b5a09e586f0bd1d1b8f0f49817c1789dec2b76d587a0ce8608ba","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/5851\/files\/13544\/LEMBAR_PERNYATAAN.pdf"}],"published_at":"2025-07-10T04:46:20+00:00","updated_at":"2026-10-31T07:22:29+00:00"}}