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All Journal Teknik Sipil dan Arsitektur Conference on Innovation and Application of Science and Technology (CIASTECH) JURNAL AGRI-TEK Jurnal Ilmiah Rekayasa Sipil Jurnal Pendidikan dan Konseling Jurnal Teknik Sipil dan Arsitektur Jurnal Daya Mas : Media Komunikasi dan Informasi Hasil Pengabdian dan Pemberdayaan Masyarakat Pilar Teknologi : Jurnal Penelitian Ilmu-ilmu Teknik
Kholilur Rohman, Rosyid
Universitas Merdeka Madiun
Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Education Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Mathematics Public Health Social Sciences Other

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Studi Perbandingan Analisis Gaya Gempa Terhadap Struktur Gedung Di Kota Madiun Berdasar SNI 1726 2002 dan RSNI 201X Kholilur Rohman, Rosyid
JURNAL AGRI-TEK Vol 15, No 1 (2014): JURNAL AGRI-TEK
Publisher : JURNAL AGRI-TEK

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (495.938 KB)

Abstract

Planning a building should refer to regulations on the procedures and rules that apply. It's been done socializing RSNI-03-1726-201X which regulates Standar Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung as substitution to SNI-03-1726-2002. The implications of new standart for building need to be done for research. In this study, made building structure model 5 floors with a size 24 x 24 m2. The location of the building in Madiun city and its function as an office. The structure is analyzed with SNI 03-1726-2002 and RSNI-03-1726-201X so that known changes of earthquake load value, distribution of earthquake load on each level, internal force and displacement. Analysis of the structure used ETABS version 9. Results of the analysis shown that earthquake load according to SNI 1726 201X bigger around 27.5% and the distribution of load more bigger on each floor. Internal forces more bigger around 27,67 % in column structure and more bigger 28,56 % on beam structure. Displacement of structure more bigger about 27,99– 30,92 %.Keywords : earthquake load, analysis of structure, internal force, dispalcement
Evaluasi Kekuatan Struktur Atas Gedung SD Madiun Lor 3 Kota Madiun Kholilur Rohman, Rosyid; Rochidajah, Rochidajah
JURNAL AGRI-TEK Vol 16, No 1 (2015): JURNAL AGRI-TEK
Publisher : JURNAL AGRI-TEK

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Abstract

Madiun Lor 3 Elementary school building located at Yos Sudarso street in Madiun city. Early this building constructed one floor. Then to fulfil need of classroom planned this building 2 floor. In the process of construction there is doubt in strength of structure. This research focused to evaluation of slab, beam and column based on SNI 2847 2002. Hammer test was be done to slab, beam and column. Field observation result show quality of concrete fc’16 MPa. Steel quality assumed fy 240 MPa. Analysis result indicated that slab structure was strong enough, beam and column structure were strong enough either.Keyword : hammer test, slab, beam, column
Bimbingan Teknis Capacity Building bagi Stakeholder Perencana Teknis Bidang Bina Marga DPUTR Kota Madiun Rohman, Rosyid Kholilur
JURNAL DAYA-MAS Vol 4, No 1 (2019): JURNAL DAYA-MAS
Publisher : Universitas Merdeka Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33319/dymas.v4i1.11

Abstract

The development of Madiun City increase in various fields included at infrastructure public. Public Works and Spatial Planning Service of Madiun city organized  a technical assistance  for all stakeholder in planning road in Madiun city. The stakeholder is technical staff of road division of Public Works and Spatial Planning Service of Madiun city and technical staff of engineering consultant. Aim of this technical assistance to develop their abilities in road design in order to improve output of Detail engineering and Design. The material of technical assistance such as the design of flexible pavement, the design of drainage, and design of sheet pile. In this technical assistance, Public Works and Spatial Planning Service of Madiun city joined with Engineering Faculty of Merdeka University of Madiun.  The tutor of this technical assistance some lectures of Civil Engineering University of Merdeka Madiun.
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.
Analisis Perbandingan Gaya Gempa Berdasar SNI 1726 2002 Dan SNI 1726 2012 Terhadap Struktur Atas Gedung Perpustakaan Dan Laboratorium Politeknik Negeri Madiun Rohman, Rosyid Kholilur
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.v5i2.27

Abstract

Indonesia is a country whose territory lies at the confluence of three tectonic plates, so that Indonesia's territory becomes earthquake prone. Indonesia it self has had regulations on earthquake resistance in SNI 1726 2002 but 10 years later a new regulation was issued SNI 1726 2012. To find out the difference it will be compared to the application of SNI 1726 2002 and SNI 1726 2012 to the structure Library and Laboratory Politeknik Negeri Madiun. The results of the analysis obtained the basic shear force of SNI 1726 2002 amounting to 72029,23 kg while the SNI 1726 2012 amounted to 133760,1 kg. The distribution of earthquake forces to each floor of SNI 1726 2012 is 85,7% greater than SNI 1726 2002. The inter-floor deviation of SNI 1726 2012 is greater than SNI 1726 2002. The results of calculation of reinforcement requirements based on SNI 1726 2002 are obtained.
Bimbingan Teknis Capacity Building bagi Stakeholder Perencana Teknis Bidang Bina Marga DPUTR Kota Madiun Rosyid Kholilur Rohman
JURNAL DAYA-MAS Vol. 4 No. 1 (2019): JURNAL DAYA-MAS
Publisher : Universitas Merdeka Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33319/dymas.v4i1.11

Abstract

The development of Madiun City increase in various fields included at infrastructure public. Public Works and Spatial Planning Service of Madiun city organized  a technical assistance  for all stakeholder in planning road in Madiun city. The stakeholder is technical staff of road division of Public Works and Spatial Planning Service of Madiun city and technical staff of engineering consultant. Aim of this technical assistance to develop their abilities in road design in order to improve output of Detail engineering and Design. The material of technical assistance such as the design of flexible pavement, the design of drainage, and design of sheet pile. In this technical assistance, Public Works and Spatial Planning Service of Madiun city joined with Engineering Faculty of Merdeka University of Madiun.  The tutor of this technical assistance some lectures of Civil Engineering University of Merdeka Madiun.
Pelatihan Penyusunan Rencana Anggaran Biaya Talud di Desa Tladan Kecamatan Kawedanan Kabupaten Magetan Rosyid Kholilur Rohman; Setiyo Daru Cahyono; Seno Aji
JURNAL DAYA-MAS Vol. 6 No. 2 (2021): JURNAL DAYA-MAS
Publisher : Universitas Merdeka Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33319/dymas.v6i2.70

Abstract

The government promotes rural infrastructure development through Village Fund Allocation (ADD). In the process of planning, development and reporting the village government is given the broadest authority. This authority requires the village government to have the ability to prepare a Budget Plan (RAB) and report on the use of funds. The ability of village communities in preparing Budget Plan for the Talud is still minimal and training is needed to improve their abilities. The results of this training are expected to be beneficial for the people of Tladan Village, Kawedanan District, Magetan regency so that the infrastructure development program in the village will run better and achieved good quality.
Analisis Perbandingan Gaya Gempa Berdasar SNI 1726 2002 Dan SNI 1726 2012 Terhadap Struktur Atas Gedung Perpustakaan Dan Laboratorium Politeknik Negeri Madiun Rosyid Kholilur Rohman
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.v5i2.27

Abstract

Indonesia is a country whose territory lies at the confluence of three tectonic plates, so that Indonesia's territory becomes earthquake prone. Indonesia it self has had regulations on earthquake resistance in SNI 1726 2002 but 10 years later a new regulation was issued SNI 1726 2012. To find out the difference it will be compared to the application of SNI 1726 2002 and SNI 1726 2012 to the structure Library and Laboratory Politeknik Negeri Madiun. The results of the analysis obtained the basic shear force of SNI 1726 2002 amounting to 72029,23 kg while the SNI 1726 2012 amounted to 133760,1 kg. The distribution of earthquake forces to each floor of SNI 1726 2012 is 85,7% greater than SNI 1726 2002. The inter-floor deviation of SNI 1726 2012 is greater than SNI 1726 2002. The results of calculation of reinforcement requirements based on SNI 1726 2002 are obtained.
Analisis Stabilitas Sheet Pile Kali Sono Kota Madiun Seno Aji; Rosyid Kholilur Rohman; Setiyo Daru Cahyono
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.
Perbandingan Nilai Kuat Tekan Beton Normal Menggunakan Hammer Test dan Compression Testing Machine Laily Fatmawati; Rochidajah Rochidajah; Rosyid Kholilur Rohman
Jurnal Pendidikan dan Konseling (JPDK) Vol. 4 No. 6 (2022): Jurnal Pendidikan dan Konseling: Special Issue (General)
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jpdk.v4i6.9846

Abstract

Terdapat beberapa bentuk metode pengujian kekuatan tekan yang dapat digunakan diantaranya pengujian – pengujian yang bersifat tidak merusak (non destructive test), dan yang merusak secara keseluruhan komponen – komponen yang diuji (destructive test).Pada penelitian ini dilakukan pengujian menggunakan hammer test dan compression testing machine,kemudian membanding kan hasil pemgujian dari masing-masing metode tersebut. Benda uji yang digunakan merupakan sampel dengan mutu K-200 dan K-250 berusia 28 hari, yang masing-masing mutu berjumlah 6 buah sampel.Berdasarkan hasil pengujian menggunakan hammer test baik pada benda uji mutu K-200 maupun K-200 memiliki perbandingan terhadap mutu rencana sebesar 17,09%. Sedangkan hasil pengujian menggunakan compression testing machine memiliki perbandingan tehadap mutu rencana sebesar 9,07%. Dan selisih antara pengujian hammer test dan compression testing machine sebesar 8,01%
Co-Authors Arif Afrianto Cahyo Agung Saputra Falah, Muhammad Fajrul Ika Hariani, Deby Ilhamussyifa, Choirun Ni’am Laily Fatmawati Moch. Solikin, Moch. Muhammad Nuryanto, Fadhil Putri Yastari, Febi Rochidajah Rochidajah Rochidajah, Rochidajah Seno Aji Seno Aji Setiyo Daru Cahyono Setiyo Daru Cahyono Wibowo, Rendi Gusta