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SOSIALISASI PENGGUNAAN LIFE JACKET DAN PENGGUNAAN P3K KEPADA KELOMPOK NELAYAN DESA KALIBUNTU PROBOLINGGO Haidar Natsir Amrullah; Mades Darul Khairansyah; Tarikh Azis Ramadani; Priyambodo Nur Ardi Nugroho; , Lukman Handoko; Mohamad Hakam@ppns.ac.id; Fais Hamzah; , Projek Priyonggo Sumangun; I Putu Sindhu Asmara; Adi Wirawan Husodo; Reza Fardiyan As’ad; Adelia Tanti Ramadhani
Jurnal Cakrawala Maritim Vol 4 No 1 (2021): Jurnal Cakrawala Maritim
Publisher : Pusat Penelitian dan Pengabdian Masyarakat (P3M) - PPNS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33863/cakrawalamaritim.v4i1.1539

Abstract

Desa kalibuntu probolinggo merupakan salah satu desa yang berada di pesisir pantai, sehingga kebanyakan dari masyarakatnya berprofesi sebagai nelayan. Profesi sebagai nelayan memiliki resiko tinggi untuk mengalami kecelakaan kerja yang disebabkan oleh perubahan cuaca dan ombak yang tidak menentu, serta kondisi perahu. Berdasarkan survey yang dilakukan pada 20 Maret 2001 kepada 12 ketua kelompok nelayan dengan anggota berjumlah 175 didapatkan hasil bahwa 58,3% nelayan pernah mengalami kecelakaan kerja, 58,3% tidak membawa perlengkapan keselamatan melaut seperti life jacket. Maka dari itu diadaknnyalah pengabdian ini untuk meningkatkan kesadaran nelayan akan budaya K3 saat melaut, serta pelatihan cara penggunaan p3k dan life jacket. Hasil pengabdian yang telah diadakan sebesar 90% masyarakat telah memahami serta menyadari pentingnya budaya K3 dan pentingnya membawa perlengkapan keselamatan saat melaut.
Perancangan Mobile Crane Kapasitas 2 Ton Sebagai Sarana Penunjang Galangan Reparasi Bagus Fatahhillah; I Putu Sindhu Asmara; Ali Imron
Proceedings Conference On Design Manufacture Engineering And Its Application Vol 2 No 1 (2018): Conference on Design and Manufacture and Its Aplication
Publisher : Proceedings Conference On Design Manufacture Engineering And Its Application

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Abstract

In a repair shipyard company there is a constraint, which in the field conditions require adevice that can be used to lift objects or goods that have a small capacity and can reach the height ofthe deck from the ship. But in the lifting products that already exist, when it has a small capacity thenhas a small lift height. And when it wants to take a lift height as its lift capacity also rises based onthe above problems it is necessary to design a new lift tool that can meet those needs.In this research,the lifting equipment is a mobile crane. So that it can be moved as well as the effectiveness of theplace of the shipyard. To meet the lift strength and lift level needed, it is necessary to analyze thestrength of the structure using the finite element method or FEM.In the design is expected to help forthe improvement and addition of existing facilities in the shipyard in Indonesia. In the results of theresearch, there are still some disadvantages, namely that in some calculations below the deck areignored, so that in the future there needs to be a calculation under the deck from the mobile crane.
Perancangan Pillar Slewing Jib Crane SWl 2 Ton dan Span 5 Meter Laurensiana Devi; I Putu Sindhu Asmara; Pranowo Sidi
Proceedings Conference On Design Manufacture Engineering And Its Application Vol 6 No 1 (2022): Conference on Design and Manufacture and Its Aplication
Publisher : Proceedings Conference On Design Manufacture Engineering And Its Application

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Abstract

Machining process at PT Lintech Duta Pratama had always delays because a hoisting appliance unsuitable in terms of design and mechanism, so it was decided to designed a pillar slewing jib crane type of hoisting appliance with a design in accordance the workshop layout and a slewing mechanism to can moving material. The design method used the Ulrich method by creating design concepts, then will be selected the best design according to the selection criteria in terms of functionality, strength, and cost, and analysis of structural strength with manual calculation and simulation using Autodesk Fusion 360software. Analysis of the strength on the selected design concept obtained a bending stress value of 77.06 N/mm2 on the jib, 128.80 N/mm2 on the pillar, 155.30 N/mm2 on the arm and the slewing mechanism can be controlled by remote, the components used are gear motors, spur and pinion gear, bearings, shafts and limit switches. Further research can make material variations on the structure in order to get cheaper and stronger results, plan electrical components on the slewing mechanism, and plan the hoisting mechanism and traveling mechanism on the pillar slewing jib crane.
Perancangan Tempat Tidur Tingkat Lipat pada Ruang Akomodasi ABK Kapal Feri Ro-Ro 1100 GT Sarah Salsabillah Fiddin; I Putu Sindhu Asmara; Fais Hamzah
Proceedings Conference On Design Manufacture Engineering And Its Application Vol 5 No 1 (2021): Conference on Design and Manufacture and Its Aplication
Publisher : Proceedings Conference On Design Manufacture Engineering And Its Application

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Abstract

PT. Adiluhung Saranasegara Indonesia (PT. ASSI) is one of the shipping industries engaged in ship building and maintenance services. This year, PT. ASSI is working on one of the newshipbuilding projects, the 1100 GT ro-ro ferry called KMP. Aceh Hebat 2. This ship has 2 crew accommodation rooms on passenger deck 1 where each room has a limited area and is occupied by 4 crew members. Therefore, PT. ASSI needs furniture that can optimize the space area for the next ship project, with the realization of an innovation in the design of a folding bunk bed. This study uses the Ulrich design method with the output of 3 design concepts, then one selected design is determined in terms of functionality, strength, and operations. Design and analysis of structural strength using Autodesk Fusion 360 software. Design concept 1 was chosen because when it is folded it produces a free area of 4.37 m2, and provides a table for crew needs to work on reports. Analysis of the overall structural strength on the selected design concept obtained a minimum safety factor value is 1.81 onthe lower frame deck, the maximum safety factor value is 15 on the top frame deck, the maximum von Mises stress value is 137.2 MPa on the lower frame deck, and the minimum von mises stress value is 1,951 x 10-4 MPa on the top frame deck. The total budget required for its manufacture is Rp.6.225,402,-.
Perhitungan Daya Winch yang digunakan pada Dok Tarik (Launching Way) PT. ASSI Reydita Safirahaidi; I Putu Sindhu Asmara; Pranowo Sidi
Proceedings Conference On Design Manufacture Engineering And Its Application Vol 5 No 1 (2021): Conference on Design and Manufacture and Its Aplication
Publisher : Proceedings Conference On Design Manufacture Engineering And Its Application

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Abstract

PT. Adiluhung Saranasegara Indonesia (PT. ASSI) is one of the companies engaged in the shipping industry. In terms of cost efficiency and field area conditions, the company established 3 types of docking facilities, including Slipway, Launching way, and Floating dock. Every company should have specification data from each facility. But in one of the facilities that are often used in PT. ASSI, launching way, there is a problem with the winch used. The winch doesn't have a complete specification book, so the company doesn't know the power used on the winch. Therefore, in this study presented the calculation of power used in launching way by using ship data that is doing the docking at PT. ASSI. In this calculation, there are several steps, namely the calculation of sling tensile, attractiveness speed, winch pull force, drum, and finally the calculation of torque and power of the electric motor. The result of this study is using 8/1 system pulley, the tensile winch's force is 162,374 k. With the time of docking around 4 hour, the ship's tensile speed is 0,0514 m/s. The result of the power used is 75 kW with a torque of 82810,519 Nm.
Perancangan Ulang Lifting Table sebagai Alat Bantu Welder di Industri Pressure Vessel Maulana Putra Setiawan; I Putu Sindhu Asmara; Tri Andi Setiawan
Proceedings Conference On Design Manufacture Engineering And Its Application Vol 6 No 1 (2022): Conference on Design and Manufacture and Its Aplication
Publisher : Proceedings Conference On Design Manufacture Engineering And Its Application

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Abstract

Lifting table is a tool to help welders who do welding in high places. Pressure vessel industry does not have drawings data of lifting table so that there are no guidelines for the manufacturing flow, according to questionnaires and interviews with welders, this lifting table does not have mobility and its operation still involves 2 (two) workers so it is less efficient. Drawings data of existing products and redesign product lifting table were made using the Ulrich Method by selecting 1 (one) best concept from several concepts that had been previously selected, then do strength analysis, ergonomics analysis and production cost analysis. Based on the results of the analysis, existing product lifting table has a 42,17 kN buckling value, work platform stress analysis is 16,71 MPa and a ladder stress analysis is 8,62 MPa. The redesign product of lifting table has a minimum buckling value of 67,56 kN, a stress value of 9,22 N/mm2 and a deflection value of 2.64 mm, a redesign lifting table has 4 score in ergonomics analysis and Rp. 9,604,000 to manufacture it.
5 Perancangan Ulang Konstruksi Girder Overhead Crane Kapasitas 10 ton Bentangan 14 meter LUKLU'UL FITRIYAH SUSANTI; I Putu Sindhu Asmara; Fais Hamzah
Proceedings Conference On Design Manufacture Engineering And Its Application Vol 3 No 1 (2019): Conference on Design and Manufacture and Its Aplication
Publisher : Proceedings Conference On Design Manufacture Engineering And Its Application

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Abstract

Abstract - PT.BOSO makes overhead crane for vacant land that will be used as workshops. Themanufacturing of new cranes uses the size of existing crane data with a capacity of 5 tons. Size ofplate that will be uses is same and length of the span that was originally 16 m will be made into 14 m.Construction of the girder has been made, but the construction has not been realized into a crane thatcan operate because there is no calculation to analyze the strenght of the structure. This researchshows that the load that can be applied to the cnstruction of the girder is 20 tons and 18 tons for theend carriage. Due to this finding, the researcher gave 10 tons of SWL on the overhead craneconstruction. Exiting data of girder made a SS400 for material and the allowable stress is 117,5N/mm2 and the value of the stress is 59,50 N/mm2in FEM calculation with the value of the deflection10,69 mm. The result of redesign uses ST52-3 material with the administration of SWL 10 ton and theallowable stress is 177,5 N/mm2 as well as FEM calculation result with the value of the stress is 78,30N/mm2and the deflection is 13,42 mm. For the result of the girder optimazion uses SS400 materialwith the administration of SWL 10 ton and the allowable stress is 117,5 N/mm2 as well as FEMcalculation result with the value of the stress is 76,55 N/mm2and the deflection is 16.22 mm.
Stress and Deflection Analysis of Locomotive Structural Design: A Case Study on the Shaft of Locomotive CC 203 I Putu Sindhu Asmara; Indri Ika Widyastuti; Rizqi, Salsabila Intan Nur; Ghagarin Diza Syahraihan; Iklil Huril ‘Ain; Safril Norman Ardiansyah; Basith Baihaqi Amyanfama
MEIN : Journal of Mechanical, Electrical & Industrial Technology Vol. 2 No. 1 (2025): MEIN : Journal of Mechanical, Electrical, and Industrial Technology
Publisher : P3M Politeknik Perkapalan Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35991/mein.v2i1.21

Abstract

The increasing demand for railway transportation requires locomotive components to meet high safety and performance standards. One critical component is the shaft, which transmits power from the engine to the wheels and supports the locomotive's total load. This study analyzes the stress and deflection of the CC 203 locomotive shaft using empirical calculations. The shaft, made of ST 52 steel with a ready load of 84 tons and dimensions of 2000 mm in length and 150 mm in diameter, was evaluated based on allowable limits. The results show a maximum stress of 112.27 MPa and a maximum deflection of 4.3 mm, both within the allowable limits of 260 MPa and 5 mm, respectively. These findings indicate that the shaft design meets structural safety and operational reliability requirements. Regular inspections are recommended to maintain optimal performance and prevent material degradation over time.