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All Journal Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) REKAYASA Jurnal Qua Teknika Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Jurnal Syntax Imperatif : Jurnal Ilmu Sosial dan Pendidikan Publikasi Riset Orientasi Teknik Sipil (Proteksi) Narotama Jurnal Teknik Sipil Jurnal Abdiraja Jurnal Teknik Sipil
Subaidillah Fansuri
Dosen Program Studi Teknik Sipil, Universitas Wiraraja
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Optimalisasi Daur Ulang Sampah Organik dan Anorganik untuk Meningkatkan Jiwa Enterpreneur Mahasiswa Teknik Sipil Diana, Anita Intan Nura; Fansuri, Subaidillah
Jurnal ABDIRAJA Vol 4 No 2 (2021): 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.v4i2.1533

Abstract

Data limbah di Indonesia setiap tahun prosentasenya mengalami peningkatan. Pada tahun 2018, data limbah yang dihasilkan adalah 60% berasal dari sampah organik, 9% berasal dari sampah kertas, 4,3% berasal dari sampah metal, 12,7% berasal dari sampah kaca, kayu, dan bahan lainnya. Pada tahun 2019 Kementerian Lingkungan Hidup dan Kehutanan (KLHK) menyampaikan jumlah timbulan sampah secara nasional sebesar 175.000 ton per hari atau setara 64 juta ton per tahun, hal ini menggunakan asumsi sampah yang dihasilkan setiap orang perhari sebesar 0,7 Kg. Komposisi jenis sampah yang dihasilkan adalah 50% berasal dari sampah organik (sisa makanan dan tumbuhan), 15% berasal dari sampah plastik, 10% berasal dari sampah kertas, kemudian sisa sampah lainnya berasal dari logam, karet, kain, kaca dan lainnya Fakultas Teknik, Universitas Wiraraja wajib mempersiapkan lulusannya untuk siap bekerja, terlebih pada tahun 2015 negara-negara dikawasan Asia Tenggara menyepakati adanya Masyarakat Ekonomi Asean (MEA). Sumber daya manusia yang kreatif, inovatif, solutif dan dapat memanfaatkan sumber daya alam yang ada merupakan kekuatan utama dalam mewujudkan MEA. Sektor wirausaha diharapkan mampu berperan banyak dalam menghadapi MEA, karena wirausaha dapat merubah perekonomian suatu negara dengan sikap dan perilaku wirausaha itu sendiri untuk melakukan perubahan ke arah lebih baik. Berdasarkan pemaparan latar belakang diatas muncul ide kegiatan pengabdian kepada masyarakat dengan judul “Optimalisasi Daur Ulang Sampah Organik Dan Anorganik Untuk Meningkatkan Jiwa Enterpreneur Mahasiswa Teknik Sipil”. Hasil pelaksanaan berdasarkan penyebaran kuisioner kepada mitra menunjukan hasil yang cukup baik. Rata-rata jawaban responden yang menjawab “Ya” sebesar 94% artinya responden memahami materi yang telah disampaikan dalam kegiatan sosialisasi.
PEMETAAN PRASARANA DAN KONTUR KAMPUS UNIVERSITAS WIRARAJA BERDASARKAN CITRA PENGINDRAAN JAUH Deshariyanto, Dwi; Fansuri, Subaidillah; Diana, Anita Intan Nura
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 11 No 2 (2023): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v11i2.2878

Abstract

Wiraraja University campus from its establishment in 1986 to 2023 has a period of 37 years which has experienced many developments, especially learning infrastructure. The development of infrastructure needs to be mapped to determine the distribution of learning infrastructure on the Wiraraja University campus. The utilization of geographic information system (GIS) technology and the development of infrastructure on the Wiraraja University campus, it is necessary to map the infrastructure and contours on the Wiraraja University campus which will later obtain an overview of the infrastructure. The purpose of the study was to determine the infrastructure map and the percentage of infrastructure to the overall land and contour map of Wiraraja University campus. The research used Google Earth and ArcMap. The research data collection was carried out by field survey and data collection of infrastructure on the campus of Wiraraja University and the research data was carried out by frequency analysis. Land use on the campus of Wiraraja University is divided into the categories of buildings, sports fields, covered and open parking, parks, roads and vacant land. The land area of Wiraraja University campus based on Google Earth images with the digitization method is 22,711.86 m2. The largest land use is used as a building at 37.54%, while the smallest land use is used as a covered parking lot at 1.78%. The elevation of the Wiraraja University campus is between 3.67 - 5.94 m elevation and the highest elevation is 5.94 meters and the lowest elevation is 3.67 meters above mean sea level.
PENDIMENSIAN ELEMEN STRUKTUR DITINJAU DARI DESAIN RANGKA ATAP KAYU, BAJA DAN BAJA RINGAN Fansuri, Subaidillah; Deshariyanto, Dwi; Diana, Anita Intan Nura
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 1 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i1.3304

Abstract

The development of technology has had a huge impact on the world of construction, especially the increasing development of construction, so the development of roof trusses cannot be separated from the role of technological developments and the increasing need for the types of roof truss materials used today. This research was carried out by collecting data obtained from literature study. Design calculations for the roof truss structure to determine the strength of the roof truss rods and a comparison of the roof truss cost budget according to 3 (three) material variations, namely wooden, steel and light steel roof trusses. The construction planning calculations are made in accordance with the Indonesian Steel Building Planning Guidelines (PPBBI), Indonesian Wood Construction Regulations (PKKI) to determine what forces and loads act on wooden, steel and light steel roof frame structures and using the SAP2000 version 14 program to design the shape. light steel roof frame. The type of wood planned for the roof frame structure is class I 8/12 wood with a load of 55.692 kg, the dimensions of the structural beam are 15 x 30 cm, the dimensions of the column structure used are 30 x 30 cm. Rp. 306,599,669.74 for the budget required, planning the WF steel roof truss structure with a profile of 300 x 150 x 6.5 x 9 with a load of 70,899 kg and beam dimensions in the plan of 15 x 30 cm, structural columns with dimensions of 40 x 40 cm. Rp. 38,964,440.84 required budget and for a light steel frame structure with a profile of 75 x 45 x 15 x 6.5 with a load of 27,837 kg and structural beams with planning dimensions of 15 x 30 cm, structural columns with dimensions of 20 x 20 cm. Rp. 245,800,149.27. budget required costs.
PEMETAAN RUTE WISATA RELIGI KABUPATEN SUMENEP Deshariyanto, Dwi; Fansuri, Subaidillah; Diana, Anita Intan Nura
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 2 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i2.3702

Abstract

Religious tourism especially in the mainland Sumenep district consists of Jami‘ Mosque, Asta Tinggi, Asta Jokotole, Asta Katandur, Asta Gumo’, Asta Yusuf, Asta K. Faqih and Asta Buju' Panaongan. Mapping of religious tourism has not been mapped in detail especially the route, distance and travel time from the city centre to the location of religious tourism in the Sumenep district. The purpose of this study is to determine the route, calculate the distance and travel time of religious tourism from the city centre to religious tourism and between religious tourism in the Sumenep district. The nearest religious tourism from the city centre is Jami‘ Mosque by 650 meters and the farthest religious tourism distance from the city centre is Asta Buju’ Panaongan by 31,100 meters, while the fastest travel time from the city centre is Jami‘ Mosque by 3 minutes and the longest travel time from the city centre is Asta Buju’ Panaongan by 44 minutes. The closest path between religious tourism Jami‘ Mosque to Asta high with a distance of 2,700 metres and the furthest religious tourism path between religious tourism Asta Yusuf to Asta Buju’ Panaongan with a distance of 43,825 metres. The fastest travel time from Jami‘ Mosque to Asta tinggi is 8 minutes and the longest travel time from Asta Yusuf to Asta Buju’ Panaongan with a travel time of 77 minutes.
Perbanding Kuat Tekan Paving Menggunakan Bahan Beton Menurut SNI dengan Bahan Campuran Limbah Las Gas Diana, Anita Intan Nura; Fansuri, Subaidillah
PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 1 No 2 (2019)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/proteksi.v1n2.p57-62

Abstract

Limbah las gas yang ditimbun dan terbuang tidak didaur ulang akan tidak bermanfaat. Peneliti tertarik untuk meneliti limbah las gas sebagai bahan tambahan pembuatan paving  block dengan tujuan menganalisis perbandingan kuat tekan limbah las gas.Penelitian ini menggunakan penelitian percobaan (uji laboratorium). Penelitian menggunakan 4 komposisi campuran limbah las gas dan 1 komposisi control dengan jumlah sampel untuk masing-masing komposisi sebanyak 5 benda uji. Tahapan perbandingan (1PC : 6 PS : 0% sebagai kontrol; 1PC : 6 PS : 15%; 1PC : 6 PS : 30%; 1PC : 6 PS : 45%; dan 1PC : 6 PS : 60%), persiapan alat dan bahan, pembuatan benda uji, pengujian benda uji dan pengolahan data pengujian. Pengujian dilakukan setelah paving block berumur 14 hari.Dari hasil pengujian diperoleh data sebagai berikut: a.) perbandingan selisih rata-rata kuat tekan dari sampel komposisi satu dengan komposisi lainnya, komposisi A dan B sebesar 20.14 kg/cm2, komposisi B dan C sebesar 49.71 kg/cm2, komposisi C dan D sebesar 29.79 kg/cm2, komposisi D dan E sebesar 38.16 kg/cm2, komposisi E dan A sebesar 41.34 kg/cm2 b.)kuat tekan rata-rata untuk masing-masing komposisi secara berurutan sebesar 127.73 kg/cm2, 135.15 kg/cm2, 84.27 kg/cm2, 48.76 kg/cm2, dan 87.98 kg/cm2.
Penggunaan Campuran Serbuk Kerang Lokal Sebagai Pengganti Sebagian Semen Pada Pembuatan Beton Fansuri, Subaidillah; Diana, Anita Intan Nura; Deshariyanto, Dwi
PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 2 No 1 (2020)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/proteksi.v2n1.p15-20

Abstract

Pembangunan menggunakan kontruksi beton memiliki banyak keunggulan dibandingkan material struktur lainnya. Sebagai alternatif untuk memanfaatkan limbah di sekitar lingkungan, maka diperlukan penelitian campuran beton menggunakan material lain. Dalam penelitian ini digunakan kulit kerang, sebagai bahan baku utama dalam pembuatan beton, dengan variasi kulit kerang 10% dan 20%. Penelitian ini dilakukan di laboraturim Fakultas Teknik Universitas Wiraraja Sumenep. Ekperimen pada penelitian ini dilakukan dengan cara membandingkan beton normal fc = 25 Mpa sebagai kontrol, Benda uji tersebut diuji dengan pengujian kuat tekan. Dalam penelitian ini sampel yang akan diuji untuk kuat tekan sebanyak 5 sampel dari setiap masing-masing variasi campuran. penelitian ini menggunakan analisis frekuensi (Distribusi Frekuensi). Dari hasil penelitian yang dieksperimenkan diharapkan mengetahui pengaruh serbuk kulit kerang sebagai pengganti semen terhadap kuat tekan beton. Hasil penelitian menunjukkan beton yang menggunakan penambahan serbuk kulit kerang sebagai pengganti semen mengalami penurunan kuat tekan. Beton normal tanpa penambahan serbuk kulit kerang memiliki kuat tekan karakteristik 20,63 Mpa. Beton dengan serbuk kulit kerang 10% sebagai pengganti semen tersebut memiliki kuat tekan karakteristik sebesar 14,67 Mpa. Beton dengan serbuk kulit kerang 20% sebagai pengganti semen memiliki kuat tekan karakteristik sebesar 13,69 Mpa.
Komparasi Model Struktur dengan Dua Metode (Matriks dengan Cross) Fansuri, Subaidillah; Deshariyanto, Dwi; Diana, Anita Intan Nura
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 1 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i1.4148

Abstract

Analyzing the structure using different manual methods certainly has a different flow. The results of the calculation of the structural analysis of each manual method certainly have varying values. Where the analysis will compare the two manual methods, namely the matrix method and the cross method. Based on these differences, a comparative analysis is carried out between the manual method (matrix method) and other manual methods (the cross method) related to the calculation results obtained from each method. The object of study analyzed is the structural model. The analytical method used is the comparative analysis method. This analysis is focused on the comparison of the two methods, namely the matrix method and the cross method in relation to the calculation results of internal forces which will be compared the magnitude and difference as well as the level of the resulting magnitude. The results of the analysis show that the values ​​generated in the two structural analysis methods are not the same. The calculation of the difference between the results of the structural analysis of the two methods on each stem has a different difference value. Based on the frequency value, each internal force in the structural analysis has a different level of magnitude. In all structural models, there is a large difference and a small difference.
PEMANFAATAN BETON NON-PASIR SEBAGAI ALTERNATIF PERMEABLE PAVING BLOCK DENGAN MENGGUNAKAN AGREGAT KASAR LOKAL SUMENEP BERUPA KERIKIL BATU PECAH Deshariyanto, Dwi; Fansuri, Subaidillah; Diana, Anita Intan Nura
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 2 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i2.4620

Abstract

Non-sand concrete or porous concrete is made by reducing the use of fine aggregates (sand). The high porosity of this concrete acts as a water absorption capacity that allows the concrete to absorb rainwater and water from other sources above it. Based on the existing problems, this study examines the compressive strength, water absorption capacity, ideal proportions, and application of paving blocks made from sandless concrete using local coarse aggregates. The objective of this research is to determine the compressive strength, water absorption capacity, ideal proportions, and application of paving blocks. This study uses a ratio of 1Pc:6 Ak, 1Pc:8 Ak, and 1Pc:10 Ak with a phase of 0.4, and this research method uses in-depth analysis techniques. The 1Pc:6Ak ratio has the highest average compressive strength of 6.3 Mpa. The 1Pc:6Ak ratio had an average water absorption of 26 ml/second. The ideal proportion of the three ratios studied is 1Pc : 6Ak with a compressive strength of 6.3 MPa and a water absorption capacity of 26 ml/second. A compressive strength of 6.3 MPa is classified as grade D with a water absorption capacity of 26–31.75 ml/second.
Co-Authors Ach. Desmantri Rahmanto Anita Intan Nura Diana Anita Intan Nura Diana Diah Ayu Restuti Wulandari Diana, Anita Intan Dwi Desahariyanto Dwi Deshariyanto Enza Resdiana Hanifatur Rizqi Ihsabaihaki, Ainur Mochammad Nauvan Indra Anugraha Moh.Hilson Rahmatullah Mohamad Harun Yoesy Lolyta Yundari, Yundari Zainah, Nor