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All Journal Media Teknik Sipil AKSIOMA: Jurnal Program Studi Pendidikan Matematika Rekayasa Sipil Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) ABIDUMASY : Jurnal Pengabdian kepada Masyarakat Kanigara Jurnal Rekayasa dan Aplikasi Teknik Sipil
abdiyah amudi
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Perencanaan Struktur Tahan Gempa Gedung Laboratorium Fakultas Teknik Unhasy di Jombang mahbub abrori; abdiyah amudi; totok yulianto; titin sundari
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 3 (2020): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

Universitas Hasyim Asy'ari (UNHASY) is a private institute of higher education that is now developing facilities and infrastructure to improve and support the process of the lecture activities between lecturers and students so as to create a conducive atmosphere. The development of facilities and infrastructure that will be done is the construction of laboratory buildings. In this insulation aims to plan the structure of the building, the planning of structures includes beam structures, floor plates, columns, and foundations. In planning component structure modeled on the structural analysis program in 3 formulated to know the condition of structure with its original condition. In this building planning, the quality of the concrete plan is used at 30 MPa and the quality of the reinforcement uses a quality of 400 MPa for deformed reinforcement and 240 Mpa for plain reinforcement. Based on the research results have been obtained 3 types of beam edges and 2 types of main column types, needs reinforcement for beam B1 with dimension 35/50 at the focus area used 6D16 on the upper side and 5D16 on the lower side and for field area use 3D16 on the upper side and 4D16 for the bottom side. For column structures used a 12D19 reinforcement for columns K1(50/50) and 8D19 for column K2 (40/40). For the floor plate used basic reinforcement Ø 10-125 for the direction of X and Y. And on the foundation structure used 4 poles mini pile with a size of 25 X 25 cm.
ANALISIS PERENCANAAN PONDASI DINAMIS UNTUK MENDUKUNG MESIN TURBIN PADA PABRIK GULA CUKIR JOMBANG Ernawan Setyono; Abdiyah Amudi
Media Teknik Sipil Vol. 13 No. 2 (2015): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22219/jmts.v13i2.2558

Abstract

ANALISIS PERENCANAAN PONDASI DINAMIS UNTUK MENDUKUNG MESIN TURBIN PADA PABRIK GULA CUKIR JOMBANGDynamic Foundation Design Analysis To Support The Turbine Engine At The Sugar Factory of Cukir JombangErnawan Setyono1 & Abdiyah Amudi21&2Jurusan Teknik Sipil Universitas Muhammadiyah Malang Alamat korespondensi : Jl. Raya Tlogomas 246 Malang 65144AbstractFoundation plan to shore up machine load, the foundation system influinced by shaking load, the load caused by imbalance machine force and static system load (foundation and machine). Reminding the change shaking load, according to time and tempo function which long and working in repetition, it caused the structure would be difference compared with structure which accepted static load only. Foundation type used in this planning was block type foundation where in its calculation to find out the condition fulfilled dimention, using trial and error. In general, the foundation weight was the multiple times of machine weight. Direction amplitudo z = 0,127 mm, amplitudo direction x = 0,142 mm, amplitudo direction y = 0,19 mm, amplitudo vertical combination = 0,0083 rad, amplitudo horizontal combination = 0,0027 rad and turque amplitudo = 0,00159 rad. Dimention which able to resist the machine dynamic load by length 9,2 m, wide 4,8 m, and deep 2,8 m.Keywords : Dynamic Foundation, Elastic Half Space MethodAbstrakPerencanaan pondasi apabila harus menopang beban berupa mesin, maka sistem pondasi tersebut dipengaruhi oleh beban yang bergetar, beban ini disebabkan oleh gaya-gaya mesin yang tidak seimbang dan beban statis sistem (pondasi dan mesin). Mengingat bekerjanya beban yang bergetar tersebut berubah berdasarkan fungsi waktu dan tempo yang relatif lama dan bekerja secara berulang-ulang, maka hal ini menyebabkan kelakuan struktur akan berbeda apabila dibandingkan dengan struktur yang menerima beban statis saja. Tipe pondasi yang dipakai dalam perencanaan ini adalah tipe pondasi blok, dimana dalam perhitungannya untuk mendapatkan dimensi yang memenuhi syarat menggunakan cara coba-coba. Secara umum berat pondasi adalah sekian kali dari berat mesin. Amplitudo arah z = 0,127 mm, amplitudo arah x = 0,142 mm, amplitudo arah y = 0,19 mm, amplitudo kombinasi vertikal = 0,0083 rad, amplitudo kombinasi horizontal = 0,0027 rad dan amplitudo torsi = 0,00159 rad, Dimensi yang mampu menahan beban dinamis mesin yaitu dengan panjang 9,2 m, lebar 4,8 m dan kedalaman 2,8 m.Kata kunci : Pondasi Dinamis, Metode Elastic Half Space
EFEKTIFITAS PENGGUNAAN MODUL MATEMATIKA DASAR PADA MATERI BILANGAN TERHADAP HASIL BELAJAR Rahma Ramadhani; Abdiyah Amudi
AKSIOMA: Jurnal Program Studi Pendidikan Matematika Vol 9, No 1 (2020)
Publisher : UNIVERSITAS MUHAMMADIYAH METRO

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (402.723 KB) | DOI: 10.24127/ajpm.v9i1.2443

Abstract

This study aims to determine the effectiveness of the use of basic mathematic modules based on contextual at the chapter of numbers. The research object were 30 students who took basic mathematics courses. The research method used is a quantitative method and use One Group Pretest-Posttest Design. Tests performed are n-gain, normality test, homogeneity test and T-test (Paired Sample T-Test). The results showed that the effectiveness of using the n-gain calculation module was 0.61 categorized as moderate. The normality test with Kolmogorov-Sminorv showed significant 0.200 (pretest), 0.092 (posttest), 0.200 (gain), and 0.200 (n-gain) which showed normal distribution. Homogeneity test with Lavene test showed the average significance of 0.98 > 0.05 (homogeneous). The average grade before and after the use of the module increased from 61.13 to 85.13 with the Paired Sample T-Test obtained a significance level of 0.00, <0.05 (effective). The result show that the provision of contextual basic mathematics modules of chapter of number  effectively improves student learning outcomes with the category of "moderate" improvement.
ANALISIS STATIK BEBAN GEMPA PADA PERENCANAAN STRUKTUR GEDUNG REKTORAT UNHASY TEBUIRENG JOMBANG Titin Sundari; Abdiyah Amudi; Totok Yulianto; Rahma Ramadhani
Rekayasa Sipil Vol 14, No 3 (2020)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2020.014.03.7

Abstract

Static analysis is a simplification of dynamic analysis. Earthquake vibrations cause lateral forces at the base of the structure, and will be distributed on each floor of the building as lateral level forces. This analysis is suitable for regular building shapes. In accordance with SNI 1726: 2012, the value of the base shear force V is 103,039 kg for the X and Y directions. The displacement value is 54 mm and drift ratio ∆ < ∆a (allowable)
PEMANTAPAN SURVEY PENGUKURAN DAN PEMETAAN DIGITAL BAGI GURU DAN SISWA SMK NEGERI 1 SIDOARJO Nusantara, Danayanti Azmi Dewi; Mochamad Firmansyah Sofianto; Wulandari, Meity; Abdiyah Amudi; Lynda Refnitasari; Desy Ratna Arthaningtyas
Kanigara Vol 4 No 1 (2024): Kanigara
Publisher : Universitas PGRI Adi Buana Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36456/kanigara.v4i1.8499

Abstract

The role of measurement and mapping science in the construction sector is very important. The development of tools used for survey measurements and mapping is now in digital form. The application of land surveying knowledge can not only be obtained at universities but can also be obtained at Vocational High Schools (SMK) which have majors in the field of construction. To improve the quality of learning, competence and skills in the field of land surveying, training can be carried out. This training is a form of Community Service (PKM) which can be carried out by lecturers from the Civil Engineering Undergraduate Study Program. The partner in this PKM is SMK Negeri 1 Sidoarjo where training will be provided in measuring surveys and digital mapping. Adequate skills will be created if teaching staff and educational staff have adequate competence
PELATIHAN PTK UNTUK MENINGKATKAN PEMAHAMAN GURU DALAM PENYUSUNAN KARYA ILMIAH DI SMKN 1 MOJOKERTO Abdiyah Amudi; Nur Andajani; Arie Wardhono; Bambang Sabariman
ABIDUMASY Vol 4 No 02 (2023): ABIDUMASY : JURNAL PENGABDIAN KEPADA MASYARAKAT
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33752/abidumasy.v4i02.5102

Abstract

Penelitian Tindakan Kelas (PTK) adalah penelitian yang dilakukan di dalam kelas dengan menggunakan suatu tindakan untuk meningkatkan kualitas proses belajar mengajar agar memperoleh hasil yang lebih baik dari sebelumnya. Pembuatan PTK membutuhkan waktu yang lama karena harus mengimplementasikan tindakan dan variabel yang telah dirancang untuk mencapai hasil yang diinginkan. Tujuan dari kegiatan PKM ini adalah untuk meningkatkan pemahanam guru tentang PTK sebagai upaya meningkatkan pemahaman dalam penyusunan karya ilmiah bagi guru SMKN 1 Mojokerto. Kegiatan PKM ini dilaksanakan dengan memberikan pemahaman teoritik dan pelatihan praktik untuk meningkatkan pemahamam dan keterampilan guru di SMK Negeri 1 Mojokerto dalam pembuatan PTK. Dari kegiatan PKM ini dapat disimpulan bahwa kegiatan pelatihan penelitian tindakan kelas (PTK) terbukti dapat membantu peserta pelatihan untuk lebih dapat memahami materi-materi terkait dengan sistematika proposal dan laporan penelitian, konsepsi dan penyusunan proposal serta laporan PTK. Dari hasil analisis diperoleh hasil 80,45% yang berada pada kategori positif yang artinya terdapat pemahaman para guru tentang profesinya, terutama dalam hal pemahaman penulisan/ pembuatan/ pelaksanaan PTK.
STUDI PENENTUAN BENCH MARK SERTA PENGAPLIKASIANNYA SEBAGAI PENENTU ARAH KIBLAT DI KAWASAN KAMPUS UNHASY Aldi Mubaroq; Abdiyah Amudi; Totok Yulianto
Jurnal Rekayasa dan Aplikasi Teknik Sipil Vol 5 No 02 (2025): Edisi Juli 2025
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Hasyim Asy'ari

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Abstract

Bench Mark merupakan titik yang memiliki nilai koordinat dan presentasikan dalam bentuk tugu/patok. Bench Mark digunakan untuk membantu pembuatan peta atau Master Plan ,selain itu dapat digunakan untuk proses penentuan titik suatu bangunan atau gedung. Pada studi ini akan difokuskan pada pembangunan Bench mark , dikarenakan belum adanya Bench Mark yang tebangun pada Kawasan Universitas Hasyim Asy’ari Pembangunan titik Bench Mark ini berlokasi di Kawasan Uiversitas Hasyim Asy’ari Tebuireng Jombang, menggunakan acuan Bench Mark yang berada di Pabrik Gula Cukir .Salah satu titik Bench Mark di gunakan sebagai penentuan arah qiblat mushola di Gedung Laboratorium Teknik. Penelitian ini meliputi analisis Kerangka Dasar Vertikal dan Horizontal untuk menentukan lokasi Bench Mark berdasarkan metode Polygon Terbuka,untuk analisis penentuan arah kiblat digunakan metode Segitiga Bola. Hasil analisis data koordinat Bench Mark 01, X ( 636277,2E ), Y ( 9158667,1N ), Z (+608.413 meter). Bench Mark 02, X ( 636212,3 E ), Y ( 9158728,9 N ), Z (+608.413 meter). ). Bench Mark 03, X ( 636143,6 E ), Y ( 9158672,6 N ), Z (+608.077 meter). Hasil analisis Segitiga Bola didapat Azimuth arah kiblat Diperoleh sudut qiblat sebesar 65°46’27.06”dibaca dari arah Utara ke Barat (U-B) dan 24°13’32.93” dibaca dari arah Barat ke Utara (B-U) , sedangkan pembacaan sudut berdasarkan kaedah azimuth Sudut azimuth kiblat sebesar 294°13’32.93”.
Co-Authors Aldi Mubaroq Arie Wardhono Bambang Sabariman Desy Ratna Arthaningtyas Ernawan Setyono Lynda Refnitasari mahbub abrori Mochamad Firmansyah Sofianto Nur Andajani Nusantara, Danayanti Azmi Dewi Rahma Ramadhani Titin Sundari Totok Yulianto Wulandari, Meity