Claim Missing Document
Check
Articles

Found 2 Documents
Search

Pendampingan Peningkatan Produksi dan Pemasaran Produk Ikan Krispi Khas Desa Lobuk Kabupaten Sumenep Anekawati, Anik; Isdiantoni, Isdiantoni; Anugerah, Ahmed David; Chayadi, Mokhamad Nur; Koenhardono, Eddy Setyo; Hadiwidodo, Yoyok Setyo; Subchan, Subchan
Jurnal ABDIRAJA Vol 8 No 1 (2025): Jurnal Abdiraja
Publisher : LPPM Universitas Wiraraja Sumenep, Jalan Raya Sumenep Pamekasan KM. 5 Patean Sumenep 69451, Telp. (0328) 673399 Fax. (0328) 673088

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/adr.v8i1.3950

Abstract

Desa Lobuk, Kecamatan Bluto, Kabupaten Sumenep, merupakan desa mandiri dengan potensi besar di sektor perikanan dan pariwisata. Namun, desa ini menghadapi tantangan seperti keterbatasan pengolahan hasil tangkapan nelayan, kualitas produk tidak konsisten, desain packiging kurang menarik, dan pengelolaan destinasi wisata yang kurang optimal. Dua mitra utama yang dilibatkan adalah BUMDes Pelangi Nusantara dan Kelompok Sadar Wisata (Pokdarwis). Tujuan kegiatan pengabdian kepada masyarakat ini yaitu pendampingan untuk meningkatkan kualitas dan kapasitas produksi ikan krispi, memperluas pemasaran produk lokal melalui digitalisasi, meningkatkan manajemen mitra berbasis masyarakat. Metode kegiatan ini adalah pendampingan dan pelatihan pengolahan ikan krispi khas Lobuk, pembuatan desain kemasan, workshop manajemen usaha, pencatatan keuangan, serta promosi digital. Hasil kegiatan yaitu dari aspek produksi diperoleh peningkatan keterampilan pemilihan ikan sebesar 80%, pengeringan ikan 90%, proses penggorengan 75%, proses penirisan 90%, dan packaging 85%; dari aspek pemasaran telah terbentuk platform informasi kegiatan Pokdarwis dan Bumdes serta pemasaran produk mitra secara digital melalui website; dari aspek manajemen terjadi peningkatan minat usaha peserta 85,89% dan pengetahuan kewirausahaan 47,99% dari sebelum kegiatan, peningkatan keterampilan pencatatan keuangan sederhana menggunakan aplikasi “kasir minipro” sebesar 100%, dan tercipta kemasan dengan standar persyaratan untuk pemasaran di pasar modern, memiliki nilai estetika, dan dengan desaian yang dikehendaki mitra.
Analysis of Potential Skidway Loadout Failures Based on the Structural Strength and Foundation Settlement on the Fabrication Site in the Pre-Fabrication Phase. Juwarno, Agus; Hadiwidodo, Yoyok Setyo; Handayanu
International Journal of Offshore and Coastal Engineering Vol. 9 No. 2 (2025):
Publisher : Department of Ocean Engineering

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962//j225800914.v9i2.8931

Abstract

The abstract A fabrication company plans to undertake the construction of a topside structure with a weight exceeding 19,000 tons. Based on the Soil Investigation Report, it was found that the foundation in the fabrication area was previously used for the construction of a structure weighing 17,500 tons. Based on the consideration of the weight of the structure, it is necessary to review whether the fabrication area is capable of carrying out the construction of the topside structure until loadout. During the analysis process, it was found that the soil bearing capacity of the fabrication yard was 6108.99 MT at row support A1, while the minimum soil bearing capacity during the fabrication to loadout process at row support A1 was 6776.08 MT. Thus, it is necessary to modify the loadout area. In the process of assessing the strength of the soil foundation against structural loads, a support planning model is also made that will be used to support the topside structure during the fabrication process and also in carrying out loadout. The suitability of the structure and support will affect the process of assessing the strength of the soil foundation in parsing the potential for failure. In the process of analyzing the topside structure and support, under settlement conditions in the fabrication stage, it was found that there was a member that experienced a high enough stress with a UC value of 0.984 in member 2807-2808 on the deck leg above the row support. This occurred because during the settlement condition, there was a shift in the weight point of the structure with a joint reaction value of 4246.72 MT at the row support. During the analysis process on the bearing capacity of the foundation, topside structure, and support structure, the percentage of structural failure before modification of the loadout area is 2.12%, which is included in the failure category because it has a value above 1%.