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Analisis Stabilitas Sheet Pile Kali Sono Kota Madiun Aji, Seno; Rohman, Rosyid Kholilur; Cahyono, Setiyo Daru
JURNAL PILAR TEKNOLOGI : Jurnal Ilmiah Ilmu Ilmu Teknik Vol 5, No 2 (2020): JURNAL PILAR TEKNOLOGI
Publisher : LPPM Universitas Merdeka Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33319/piltek.v5i2.57

Abstract

Abstract— Slope slides can occur if the specific gravity of the land working as the driving force is greater than the shear stress that serves as a restraining force. To prevent landslides there are several methods that can be used, one of them is using sheet pile as a soil barrier. Besides working to hold the soil, the sheet pile also functions to prevent the entry of water into dug pits, so it is very good to be used at the edge of the sea or river. The formulation of the problem that arises is how the value of active and passive soil pressure on the sheet pile, as well as how the suitable CPC Sheet Pile specifications are used in this study. The research method used is geotechnical analysis for sheet pile retaining walls. Based on soil data and calculation analysis, the value of active soil pressure on sheet pile is 104.06 kN / m and the value of passive soil pressure is 206.19 kN / m2. The CPC Sheet Pile specification used is Type W-600A, 15 meters long with Mcrack = 50.6 Ton.meter. Keywords—: Slope slides; sheet piles; the value of active and passive; geotechnical analysis.
PENDAMPINGAN PEMBUATAN DESAIN DAN RAB UNTUK PEMBANGUNAN PONDOK PESANTREN KI AGENG SELO DUSUN SELOPURO DESA BALEREJO KEC. KEBONSARI KAB. MADIUN Arif Afrianto; Rosyid Kholilur Rohman; Setiyo Daru Cahyono
JURNAL DAYA-MAS Vol. 8 No. 2 (2023): JURNAL DAYA-MAS
Publisher : Universitas Merdeka Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33319/dymas.v8i2.130

Abstract

The difficulties experienced by managers in building planning are how to create architectural and functional building designs, how to plan and calculate the strength of the structure and how to calculate the construction costs. The design limitations of the Ki Ageng Selo Islamic Boarding School Gendung and the required Budget Plan (RAB), encouraged the enthusiasm of the Civil Engineering Study Program service team at Merdeka Madiun University to carry out the Assistance Service for the Construction of the RAB for the Ki Ageng Selo Islamic Boarding School Building. With the existence of the Ki Ageng Selo Islamic Boarding School Building as a place for educational services to the community, the development of the Ki Ageng Selo Islamic Boarding School in a more advanced direction towards an independent Islamic Boarding School will be even faster. The purpose of this service is to provide direction and assistance regarding development plans and budget plans so that the construction of the Ki Ageng Selo Islamic Boarding School can be realized as desired. The stages of implementing this activity are field surveys, collecting measurement data, analyzing the site and space circulation, making planning drawings. The design concept uses architectural aspects by considering lighting, air circulation and surrounding environmental conditions. Based on the results of the calculation of the budget plan (RAB), the Ki Ageng Selo Islamic Boarding School requires a total cost of IDR 1,516,114,093.00.
Traffic lights time strategy for T-junctions of toll road gate Tristono, Tomi; Cahyono, Setiyo Daru; Aji, Seno; Utomo, Pradityo; Triono, Joko
IAES International Journal of Robotics and Automation (IJRA) Vol 12, No 4: December 2023
Publisher : Institute of Advanced Engineering and Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.11591/ijra.v12i4.pp373-382

Abstract

Vehicles wishing to pass on the toll road must diverge from the traffic flow on public roads. The toll road movement consists of low vehicles (LV) and heavy vehicles (HV). The public road movement is a mixed traffic flow consisting of LV, HV, motorcycles, and unmotorized vehicles. Traffic lights are used at the T-junction of the toll road gate for travel safety management. The traffic lights that implement a fixed-time strategy should be optimized for efficiency. This study aims to review the safety of travel management at T-junctions for the toll road gate when adaptive traffic lights are used. The structural complexity of mathematical modeling with Petri net is used to analyze and measure the feasibility study. Results illustrate that the structural complexity of the traffic lights that implement a fixed time strategy equals 0.387. It is equal to 0.489 for the adaptive traffic lights. The structural complexity of adaptive traffic lights is 25% higher than conventional systems that implement a fixed-time strategy. The adaptive traffic lights time strategy is feasible for travel safety for road users. The travel time is efficient and comfortable because the delay is low. Furthermore, traffic lights can adjust to the demand of vehicles queuing.
Analisis Intensitas Hujan dan Karakteristik Das Piring Kota Madiun Hendro Susilo; Setiyo Daru Cahyono; Arif Afrianto; Dimas Ardhi Nugraha
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.225

Abstract

Penelitian ini yang berjudul Analisis Intensitas Hujan Dan Karakteristik DAS Piring Kota Madiun bertujuan untuk mendapatkan nilai intensitas hujan berdasarkan data curah hujan, mencari besar nilai puncak debit banjir DAS Piring menggunakan metode HSS Gama 1, HSS Limantara dan HSS Nakayasu. Lokasi pekerjaan ini adalah Kali Piring di Kota dan Kabupaten Madiun, Propinsi Jawa Timur. Kali Piring berada di sebelah timur kota Madiun menyisir kota dari selatan ke utara. Kali Piring berhulu pada kaki Gunung Wilis, mengalir ke barat dan berbelok ke utara tepat di Kelurahan Pilang Bango Kecamatan Kartoharjo Kota Madiun menuju ke Utara sampai bermuara ke Kali JerowanPenelitian diambil menggunakan data curah hujan harian tahun 2009 sampai dengan tahun 2018. Pengambilan data curah hujan harian meliputi tiga stasiun hujan antara lain stasiun hujan Klegen, stasiun hujan Babadan, stasiun hujan Dungus. Dari penelitian ini dapat disimpulkan hasil Distribusi yang dipilih untuk untuk periode ulang 2, 5, 10, 20, 50 untuk jangka waktu 10 ( sepuluh ) tahun terakhir adalah distibusi normal. Metode Normal memenuhi syarat untuk distribusi Chi-Kuadrat dan Smirnov Kolmogorov. Debit banjir menggunakan perhitungan hidrograf satuan sintetis GAMA I dengan periode ulang 2, 5, 10, 20, 50 dengan nilai debit maksimum 501,78 mᶾ/detik. Debit banjir yang dipakai adalah hasil perhitungan HSS Nakayasu, karena perhitungan HSS Nakayasu memiliki nilai debit puncak paling besar dibandingkan dengan kedua metode HSS lainnya, sedangkan untuk nilai debit puncak terkecil adalah metode HSS Limantara.
EVALUASI KELAYAKAN STRUKTUR ATAS BANGUNAN GEDUNG RUMAH SAKIT LESTARI MEDIKA MADIUN Ilhamussyifa, Choirun Ni’am; Rohman, Rosyid Kholilur; Cahyono, Setiyo Daru
Conference on Innovation and Application of Science and Technology (CIASTECH) Vol. 7 No. 1 (2024): CIASTECH 2024 Potensi dan Dampak Artificial Intelligence (AI) di Era Society 5.
Publisher : Universitas Widyagama Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31328/ciastech.v7i1.6939

Abstract

Tujuan dari penelitian ini adalah untuk mengevaluasi kelayakan struktur bangunan Gedung Rumah Sakit Lestari Medika Madiun yang terbengkalai sejak 2019. Penelitian ini mencakup analisis kondisi struktur eksisting, kebutuhan rangka atap, pembebanan, dan evaluasi kelayakan elemen struktur atas yaitu pelat, balok, dan kolom. Evaluasi dilakukan dengan membandingkan kapasitas penampang dengan gaya yang terjadi akibat beban. Digunakan program analisis struktur SAP2000, ETABS, dan SpColumn sebagai alat bantu perhitungan. Data penelitian menunjukkan bahwa kuat tekan beton mencapai 21,65 MPa, sedangkan kuat tarik tulangan mencapai 359 MPa untuk tulangan deform, dan 345 MPa untuk tulangan polos. Struktur termasuk ke dalam kategori desain seismik D dan diperhitungkan sebagai SRPMK. Hasil evaluasi menunjukkan bahwa pelat di area A tidak aman terhadap momen dan lendutan, sedangkan pelat area B dan C aman terhadap momen namun tidak aman terhadap lendutan, sehingga diperlukan perkuatan pada pelat. Selain itu, pada balok B1 dan kolom K1 juga diperlukan perkuatan struktur. Dari penelitian ini dapat disimpulkan bahwa meskipun beberapa elemen masih memenuhi syarat, sejumlah perkuatan diperlukan untuk memastikan keamanan dan kelayakan struktur bangunan.
PELATIHAN PEMBUATAN BLOGSPOTUMKM WARGA DESA DOHO KABUPATEN MADIUNMENGGUNAKAN SMARTPHON Utomo, Pradityo; Amadi, Dwi Nor; Cahyono, Setiyo Daru
Jurnal Pengabdian kepada Masyarakat Vol. 12 No. 1 (2025): JURNAL PENGABDIAN KEPADA MASYARAKAT 2025
Publisher : P3M Politeknik Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33795/abdimas.v12i1.7274

Abstract

The training on creating UMKM Blogspots aims to help rural communities improve their economy. Local community potential can be marketed digitally. Digital marketing can save capital and expand market reach. Digital marketing can utilize blogspots. Blogspot is a platform with several advantages. Namely, it is easy to access, does not require significant costs, and people can learn it easily. Through this training, people can manage blogspots to promote Micro, Small, and Medium Enterprises (UMKM) products. Some of these products include agricultural products, handicrafts, and regional food products. This training activity provides education on the use of blogspots as a means of online marketing media. In addition, the training also studies basic e-commerce techniques, such as product photos, writing descriptions, and content management. This aims to optimize blogspots as a means of promotion so that product marketing has a broader reach. UMKM blogspots can increase community income and foster sustainable digital skills. UMKM blogspots can be a flexible and easy-to-manage promotional tool that people can use independently. This training produces personal UMKM blogspots. More than half of the forum participants can understand the training material. This proves that UMKM owners have quite a lot of enthusiasm for learning Blogspot.
DETERMINING TRAVEL DELAY OF VEHICLES QUEUE AT A TRAFFIC SIGNAL Cahyono, Setiyo Daru; Tristono, Tomi; Aji, Seno; Utomo, Pradityo
BAREKENG: Jurnal Ilmu Matematika dan Terapan Vol 14 No 3 (2020): BAREKENG: Jurnal Ilmu Matematika dan Terapan
Publisher : PATTIMURA UNIVERSITY

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (750.513 KB) | DOI: 10.30598/barekengvol14iss3pp321-332

Abstract

Mathematical modelling assumes that the vehicle’s volume has a uniform pattern. Due to traffic lights settings, the number of vehicles queue grows linearly. The reality, the stochastic arrivals of the vehicles could be (1) in the randomized arrivals, (2) in the form of groups/ platoon, or (3) in the mixed arrivals. It is observed that the arrival of the vehicles in the queue tends to have a normal pattern. The objective of this research is to study the implications of the arrival categories to the travel delay. For simulation, it uses the numerical method referring to the real state. The result indicates, determining travel delay become precise for all vehicles. It is due to the travel delay formula is represented as a discrete function. The arrival time, departure time, and stop time for each vehicle at the signalized intersection are recorded in the device