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All Journal Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Publikasi Riset Orientasi Teknik Sipil (Proteksi) Narotama Jurnal Teknik Sipil Jurnal Abdiraja
Dwi Deshariyanto
Dosen Program Studi Teknik Sipil, Universitas Wiraraja
Religion Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Dentistry Economics, Econometrics & Finance Education Energy Engineering Environmental Science Health Professions Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Nursing Public Health Social Sciences Transportation Other

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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.
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.
Pengaruh Penggunaan Serbuk Kulit Cangkang Telur Sebagai Subsitusi Parsial Semen Terhadap Kuat Tekan Beton Ashariyanto, Yudi; Diana, Anita Intan Nura; Deshariyanto, Dwi
PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 4 No 2 (2022): Vol. 4 No. 2 (2022)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/proteksi.v4n2.p114-119

Abstract

Concrete is a construction material that is the result of a combination of cement, coarse aggregate, fine aggregate, and water mixed together. The work of making concrete can be added an additional material for the benefit of construction work. In this study, 12 test objects (BU) were made using a mold in the form of a cylindrical diameter of 15 cm and a height of 30 cm. The tests carried out were in the form of testing the compressive strength of concrete at the age of 20 days, data analysis, simple linear regression analysis and hypothesis testing f, t test, significance test. The results showed that the variation of eggshell powder, the percentages of 0%, 5% and 10%, increased with an average value of the compressive strength of concrete by and while the variation of 20% experienced a decrease in the simple regression equation Y = 14210.600 + (- 2,957) from In the equation, the variable (X) is the higher the variation of eggshell powder, the (Y) will decrease the compressive strength obtained.
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.
Co-Authors Ach. Desmantri Rahmanto Ach. Desmantri Rahmanto Ach. Tijani Anita Intan Nura Diana Anita Intan Nura Diana Aryo Wibisono Ashariyanto, Yudi Enza Resdiana Goesthi Kusuma Atmaja Adh Moh. Kurnia Akbar Mohammad Harun Subaidillah Fansuri Sutowijoyo, Hendro WULAN, DEWI SARI Yundari, Yundari Zakaria, Iis Zakaria