Perencanaan Struktur Dermaga General Cargo Pelabuhan Awerange, Kab. Barru, Sulawesi Selatan Kapasitas 15.000 DWT

Al-Basyar, Muhammad Hanif (2016) Perencanaan Struktur Dermaga General Cargo Pelabuhan Awerange, Kab. Barru, Sulawesi Selatan Kapasitas 15.000 DWT. Diploma thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Dermaga general cargo pelabuhan awerange terletak di kabupaten Barru provinsi Sulawesi Selatan. Pelabuhan Awerange di desain untuk memperlancar pendistribusian barang dan jasa melalui transportasi laut di daerah selat Makassar. Dalam proyek akhir ini dermaga tersebut direncanakan untuk kapal dengan kapasitas 15.000 DWT yang meliputi perencanaan dimensi dan penulangan struktur sandar dan tambat kapal. Struktur atas dermaga (Pelat lantai, Balok, dan Pile Cap) menggunakan beton bertulang cor di tempat dengan mutu beton fc’= 30 MPa. Sedangkan struktur bawah dermaga menggunakan SPP (Steel Pipe Pile). Posisi pemasangan tiang pancang direncanakan sedemikian rupa agar mampu menahan gaya vertikal dan horizontal. Dalam perencanaan struktur dermaga ini, dianalisis menggunakan software SAP2000 dengan model tiga dimensi. Penulangan struktur dan stabilitas struktur (terhadap retak dan pengaruh lendutan) mengacu pada SNI 03-2847-2002 Tata Cara Perencanaan Struktur Beton Untuk Bangunan Gedung. Dari hasil perencanaan ditetapkan dimensi dermaga 180m x 23m dan dimensi tretle 150m x 10m. Dimensi balok crane dermaga 120cm x 220cm, balok memanjang dan melintang dermaga 100cm x 180cm, balok tepi dermaga 60cm x 100cm, dan balok melintang dan memanjang dermaga 60cmx100xcm. Tiang pancang dermaga menggunakan tiang pancang baja ukuran 36” (900 mm) t=12,5 mm, 32” (800 mm) t=12,5 mm, 30” (750 mm) t=12,5 mm, dan untuk tiang pancang trestle menggunakan ukuran 24” (600 mm) t=12,5. Pada struktur sandar menggunakan fender merk Bridgestone tipe SM 500 H. sedangkan struktur tambat menggunakan bollard maritime MT50. =================================================================================== General cargo pier located in awerange, barru district of south celebes. Awerange port is designed to expedite the review of the distribution of goods and services via sea transport in the area is Makassar Strait. In this Final Project Pier Label is planned to review the capacity of 15,000 DWT with design structure of beam dimensions and reinforcement structure of Vessel berthing and mooring. The top of pier construction (Floor Plates, Beams, and Pile Cap) to use reinforced concrete cast in situ with characteristic quality concrete fc'= 30 MPa. A while of bottom of pier construction used by steel pile pipe. Position installation of the steel pile pipe was designed such a way as to able vertical and horizontal force. In this case of design about construction of pier is analyzed using SAP2000 software with three dimension model. Reinforcement Structure And Stability of Structures (against cracks and deflections influence) refers ON SNI 03-2847-2002 Perencanaan Struktur Beton Untuk bangunan Gedung. Planning of the findings set dimensions of Pier is 180m x 23m and dimensions of trestle is 150m x 10m. Wharf crane beam dimensions is 120cm x 220cm, longitudinal and transverse beams Pier 100cm x 180cm, beam edge 60cm x

Item Type: Thesis (Diploma)
Additional Information: RSS 627.31 Alb p
Uncontrolled Keywords: Dermaga General Cargo; Pelabuhan Awerange; Struktur
Subjects: T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering)
Divisions: Faculty of Civil Engineering and Planning > Civil Engineering > 22301-(D4) Diploma 4
Depositing User: Mrs Anis Wulandari
Date Deposited: 13 Jun 2017 06:18
Last Modified: 26 Dec 2018 03:51
URI: http://repository.its.ac.id/id/eprint/41633

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