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All Journal Jurnal Konstruksia Jurnal Teknik Sipil AGREGAT JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia axial : jurnal rekayasa dan manajemen konstruksi Portal: Jurnal Teknik Sipil Jurnal Pembelajaran Pemberdayaan Masyarakat (JP2M) Community Development Journal: Jurnal Pengabdian Masyarakat Spektrum Sipil Journal La Multiapp Interdisciplinary Social Studies Rengganis Jurnal Pengabdian Masyarakat Jurnal Talenta Sipil Jurnal Konstruksi Prosiding Seminar Nasional Teknik Sipil UMS Ocean Engineering: Jurnal Ilmu Teknik dan Teknologi Maritim Innovative: Journal Of Social Science Research Jurnal Rekayasa Infrastruktur Hexagon
Adryan Fitrayudha
Universitas Muhammadiyah Mataram
Aerospace Engineering Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Economics, Econometrics & Finance Education Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Mechanical Engineering Medicine & Pharmacology Nursing Public Health Social Sciences Transportation Other

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Experimental Study on the Utilisation of Independent Wire Fibre Core Steel Wire Rope Braces to Enhance the Stability of a 2d Concrete Portal against Lateral Forces Zarkasi, Ahmad; Fitrayudha, Adryan; Hidayati, Nurul; Santika, Yuliana; Marsa D.P, Khendy
Journal La Multiapp Vol. 6 No. 3 (2025): Journal La Multiapp
Publisher : Newinera Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37899/journallamultiapp.v6i3.2170

Abstract

Structural stability in construction, especially in buildings exposed to lateral forces due to earthquakes, is very important to consider. This research aims to explore the effectiveness of using Independent Wire Fibre Core (IWFC) steel wire rope braces in strengthening two-dimensional (2D) concrete portals. The method used is a series of laboratory tests to measure the performance of concrete portals equipped with IWFC braces. Concrete portals with dimensions of 1.00 m in the width direction and 1.50 m in the height direction were tested with lateral loading to simulate the effects of earthquakes. The test results showed that the use of IWFC braces increased the load resistance capacity of the portal by 16.13%, from 14.00 kN to 26.13 kN, and reduced the deviation by 30.43%, from 2.30 mm to 1.68 mm. In addition, the analysis showed an increase in the response modification factor (R) from 4.69 to 5.03, while the Cd value of the non-braced portal was 3.29 using braces was 3.02 and the Ω0 value of the non-braced portal was 3.50 and after using braces was 2.84. These findings open up opportunities for the application of better structural strengthening techniques in order to improve the safety and stability of buildings in earthquake-prone areas.
Sustainable Utilisation of Beach Sand as Fine Aggregate Replacement and Its Effect on Concrete Strength with Admixtures Reinforcement Hamdani, Hafiz; Zarkasi, Ahmad; Fitrayudha, Adriyan; Akhsae, I Gede Anaga; Pratama, Khendy Marsha Duta
Journal La Multiapp Vol. 6 No. 3 (2025): Journal La Multiapp
Publisher : Newinera Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37899/journallamultiapp.v6i3.2171

Abstract

This research was conducted to review the feasibility of beach sand from the Batu Bolong village of West Lombok Region as an alternative fine aggregate in concrete manufacturing. The background of this research is based on the decreasing supply of sand from rivers and mountains. The main objective of this research was to evaluate the compressive strength of concrete using beach sand, both with and without a washing process, and assess whether this material could be applied in structural construction. In addition to technical aspects, the local community's habit of utilizing beach sand is also part of the consideration in this study. The result oh the tests showed that the compressive strength of normal concrete without admixtures at 3, 7, and 28 days of age were 16.42 MPa, 19.21 MPa, and 23.39 MPa, respectively. The addition of the "BETON MIX" admixture increased the strength to 20.78 MPa, 23.38 MPa, and 26.44 MPa. Meanwhile, concrete using washed beach sand showed compressive strengths of 22.67 MPa, 23.61 MPa, and 25.16 MPa. The concrete with unwashed beach sand produced strengths of 21.72 MPa, 22.40 MPa, and 23.08 MPa. The results of this study indicate that sand from Batu Bolong beach has the potential to be a substitute for fine aggregate in concrete. However, its use must still consider ecological impacts so as not to disturb the balance of the coastal environment.
Mechanical Characterization of Sumbawa Local Sisal Fiber Polyester Composite Sandwich Panel compared to Meranti Wood Panels Fitrayudha, Adryan; Hidayati, Nurul; Zarkasi, Ahmad
Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Vol 8, No 1 (2023): EDISI MARET 2023
Publisher : Universitas Tribhuwana Tunggadewi Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33366/rekabuana.v8i1.4493

Abstract

The development of composite material engineering is an effective solution for the development of green building-based materials that are being campaigned in various parts of the country today. The fundamental problem in composite engineering that is developing is the lack of use of environmentally friendly materials as the basic material for composite constituents. The use of natural fiber-based composite materials as reinforcement is one of the right solutions to answer the issue of green building in producing more environmentally friendly materials with much better mechanical resistance. The study aims to determine the flexural characteristics of sandwich panel beams of sengon (SPS) in comparison to Meranti beams. The material used as skin for SPS beams is a composite of sisal fiber polyester from Sumbawa Island. Test standard based on ASTM C393 (length 550 mm, width 50 mm, thickness 25 mm), with a total of 5 specimens each. The test results showed that the SPS beams had an average bending stress of 167.66 MPa, while the Meranti wood beams produced an average bending stress of 94.29 MPa. The amount of bending stress produced by SPS beams is 43.38% higher than meranti wood beams. The average deflection value of SPS beams is 20.34 mm, greater than the average deflection value of sengon wood of 15.42 mm. This shows that the use of sisal polyester composite skin on SPS beams can produce better mechanical characteristics compared to Meranti wood.ABSTRAKPerkembangan rekayasa material komposit merupakan solusi yang efektif bagi pengembangan material berbasis green building yang sedang dikampanyekan di berbagai belahan negara saat ini. Permasalahan mendasar dalam rekayasa komposit yang tengah berkembang adalah minimnya penggunaan material ramah lingkungan sebagai bahan dasar penyusun komposit. Penggunaan material komposit berbasis serat alam sebagai perkuatan (reinforcement) merupakan salah satu solusi yang tepat guna menjawab isu green building dalam menghasilkan material yang lebih ramah lingkungan dengan ketahanan mekanis yang jauh lebih baik pula. Penelitian ini bertujuan untuk mengetahui karakteristik lentur pada balok sandwich panel kayu sengon (SPS) dengan pembanding balok kayu meranti (kayu kelas II). Material yang digunakan sebagai skin pada balok SPS adalah komposit polyester serat sisal yang dibudidayakan di Pulau Sumbawa, Nusa Tenggara Barat. Standar pengujian berdasarkan ASTM C393 (panjang 550 mm, lebar 50 mm, tebal 25 mm), dengan jumlah masing-masing 5 benda uji. Hasil pengujian menunjukkan balok SPS memiliki tegangan lentur rata-rata sebesar 167,660 MPa, sedangkan pada balok kayu meranti menghasilkan tegangan lentur rata-rata sebesar 94,292 MPa. Besarnya tegangan lentur yang dihasilkan balok SPS lebih tinggi 43,380% dibandingkan balok kayu meranti (kayu kelas II). Nilai lendutan rata-rata pada balok SPS sebesar 20,340 mm, lebih besar dibandingkan nilai lendtan rata-rata kayu sengon sebesar 15,420 mm. Hal tersbut menunjukkan bahwa penggunaan skin komposit polyester sisal Sumbawa pada sandwich panel kayu sengon mampu menghasilkan karakteristik mekanik yang lebih baik dibandingkan dengan kayu Meranti.
Penerapan Sistem Prategang pada Perancangan Struktur Bentang Panjang Gedung Poltekkes Mataram Wijanarko, Riza; Hariyadi, Hariyadi; Fitrayudha, Adryan
Jurnal Talenta Sipil Vol 8, No 2 (2025): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i2.1010

Abstract

The Mataram Poltekkes building located in Mataram, West Nusa Tenggara consists of 4 floors with a total height of 16.8m. The entire floor of this building uses a reinforced concrete structure, which makes it vulnerable to lateral forces, especially those caused by earthquakes. Earthquakes are at risk of causing building damage, therefore a strong structure is needed to carry the load of the structure and put pressure on the beams structure. One method to strengthen the structure is by using prestressed beams. This research was conducted by changing the design of the beams structure from conventional to prestressed beams structure. The research problems in this study is how the comparison of the weight efficiency of buildings using conventional beams with prestressed beams and how the effect of prestressed beams on the stretch between columns. so that researcher get the purposes of knowing the comparison of the weight efficiency of buildings using conventional beams with prestressed beams and knowing the effect of prestressed beams on the stretch between columns. In this study, a general type of data collection method was used, namely data collection carried out by collecting working drawings from project service providers. The results of the analysis showed that the prestressed beams used concrete with a compressive strength of 50 MPa, dimensions of 1.6 m x 0.6 m and an initial prestress force of 400 kN. These prestressed beams experienced a loss of prestress force of 12.87%. The number of tendons used is 1 tendon with a total of 4 strands in one tendon. The weight of the building using prestressed beams is lighter than conventional beams with an efficiency of 7.471%. In conclusion, buildings using prestressed beams are more efficient than using conventional beams
Studi Kuat Tekan Beton Pada Agregat Halus Dengan Kadar Lumpur Berlebih Menggunakan Penambahan Bahan Aditif Ridho, Syarifunnaji; Hamdani, Hafiz; Fitrayudha, Adryan; Haryadi, Haryadi
Innovative: Journal Of Social Science Research Vol. 5 No. 4 (2025): Innovative: Journal Of Social Science Research
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/innovative.v5i4.20999

Abstract

Beton merupakan material konstruksi yang sering digunakan karena kuat terhadap gaya tekan,namun mutunya sangat dipengaruhi oleh kualitas agregat halus, khususnya kadar lumpur. Penelitianini bertujuan membandingkan kuat tekan beton normal dengan kadar lumpur <5%, beton dengankadar lumpur >5%, serta beton berkadar lumpur >5% dengan penambahan aditif berjenisplasticizer. Pengujian kuat tekan dilakukan pada umur 3 hari dan 28 hari. Hasil menunjukkan betonnormal memiliki nilai 14,9 MPa pada 3 hari dan 27,6 MPa pada 28 hari, melampaui kuat tekanrencana 25 MPa. Beton dengan lumpur >5% turun menjadi 11,7 MPa pada 3 hari dan 15,4 MPa pada28 hari. Penambahan aditif meningkatkan mutu, pada dosis kecil menjadi 13,3 MPa dan 20,3 MPa,sedangkan dosis menengah mencapai 15,0 MPa dan 25,9 MPa. Aditif dosis menengah terbuktiefektif memulihkan mutu beton hingga mendekati beton normal dan memenuhi target.Kata Kunci: Agregat Halus, Bahan Aditif, Beton, Kadar Lumpur, Kuat Tekan
Transformasi kompetensi Guru SMK dengan land development autodesk civil 3D Zarkasi, Ahmad; Efendy, Anwar; Fitrayudha, Adryan; Muttaqin, Aulia; Sasmito; Wahyudi, Mudji; Adiansyah, Joni Safaat; Winarti, Dwi; Novianti, Intan; Amelia, Dinda Risky
Jurnal Pembelajaran Pemberdayaan Masyarakat (JP2M) Vol. 5 No. 3 (2024)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jp2m.v5i3.22139

Abstract

Tridharma Perguruan Tinggi meliputi pembelajaran, pengabdian kepada masyarakat, dan riset. Salah satu kewajiban utamanya adalah melaksanakan Pengabdian Kepada Masyarakat (PKM), berupa gotong royong, pelatihan, pendampingan, advokasi, dan sosialisasi. Kurikulum 2013, yang terus diperbaiki, mencakup aspek pengetahuan, sikap, dan keterampilan. Sekolah Menengah Kejuruan (SMK) juga mengalami penyempurnaan Kurikulum 2013, yang berimplikasi pada perubahan materi ajar. Dalam hal ini, kompetensi keahlian Desain Permodelan dan Informasi Bangunan (DPIB) membutuhkan penguasaan materi ajar baru. Teknologi Autodesk Civil 3D, yang digunakan untuk desain teknik, menjadi penting untuk diajarkan. Pelatihan ini bertujuan untuk mengenalkan Civil 3D kepada guru-guru SMKN 1 Gunungsari guna meningkatkan kompetensi mereka dan mempersiapkan siswa dengan keterampilan yang relevan dengan industri. Metode yang digunakan meliputi identifikasi kebutuhan, partisipasi dan kolaborasi dengan mitra industri, pendekatan partisipatif dalam proyek nyata, serta pelatihan yang mencakup presentasi, demonstrasi, dan praktik langsung. Hasil evaluasi menunjukkan peningkatan signifikan dalam kompetensi guru, dengan capaian rata-rata 82% meningkat 57% dari sebelumnya. Dengan mengintegrasikan pembelajaran Civil 3D ke dalam metode pembelajaran tefa memberikan penerapan yang lebih nyata dalam proses pembelajaran sehingga lulusan SMKN 1 Gunungsari memiliki daya saing tinggi di dunia kerja.
Comparative Analysis of the Support Capacity and Settlement of Bored Pile Foundations Using Manual Methods and Allpile Software: Case Study Hidayatulloh, Syarif; Pascanawaty, Maya Saridewi; Hamdani, Hafiz; Fitrayudha, Adryan
Journal La Multiapp Vol. 6 No. 6 (2025): Journal La Multiapp
Publisher : Newinera Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37899/journallamultiapp.v6i6.2530

Abstract

Foundations are structural elements that function to bear the load of a building and transfer it to the ground to a certain depth. Foundations must be designed so that the transferred load does not exceed the bearing capacity of the soil, as this can cause excessive settlement and lead to structural collapse. The purpose of this study is to determine the comparison of bearing capacity and settlement of bored pile foundations in the Poltekkes Kemenkes Mataram building using two approaches: the manual method and the Allpile software. The analysis was conducted based on secondary data obtained from the Detailed Engineering Design (DED), results of the Standard Penetration Test (SPT), and laboratory soil test results. The results of the manual Meyerhof method yielded an ultimate bearing capacity of 13,127.79 kN and a single pile settlement of 0.0455 m. The manual Reese and Wright method yielded an ultimate bearing capacity of 2,697.3453 kN and a single pile settlement of 0.0241 m. Meanwhile, the Allpile software calculation yielded an ultimate bearing capacity of 14,391.891 kN and a single pile settlement of 0.0027 m. All settlement values, both for single piles and groups, remain below the maximum permitted limit.
ANALISA KERUSAKAN JALAN MENGGUNAKAN METODE SDI (STUDI KASUS RUAS JALAN DI KABUPATEN SUMBAWA): Road Damage Analysis Using SDI Method of Road Sections in Sumbawa District Anwar Efendy; Cholid Zulfikan, Aan; Wahyuningsih, Titik; Isfanari, Isfanari; Sasmito, Sasmito; Wahyudi, Mudji; Fitrayudha, Adryan
Jurnal Rekayasa Infrastruktur HEXAGON Vol 9 No 1 (2024): HEXAGON
Publisher : Universitas Muhammadiyah Jember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32528/hexagon.v9i1.1918

Abstract

Roads have an important role in every regional development, especially in Sumbawa Regency. As many as 20 roads in Sumbawa Regency, specifically in Lopok District and Plampang District, were damaged due to repeated excessive traffic loads. This research aims to determine the level of damage to road conditions using the SDI (Surface Distress Index) method so that researchers can evaluate and find out what alternatives will be used to improve the condition of damaged roads. The results of the research are that STA 0+300 to 0+320 experienced serious damage, the type of treatment on this road section was road reconstruction. Meanwhile, STA 0+000 to 0+300, STA 0+320 to 0+500, and STA 0+760 to 0+800 experienced light damage, the type of treatment on these road sections was road rehabilitation. However, most of the roads in Lopok District and Plampang District, Sumbawa Regency are in good condition, seen at STA 0+500 to 0+760 and STA 0+800 to 1+100.
PENDAMPINGAN SMKN 1 GUNUNGSARI JURUSAN DISAIN PEMODELAN DAN INFORMASI BANGUNAN (DPIB) PROGRAM SMK PUSAT KEUNGGULAN Zarkasi, Ahmad; Hidayati, Nurul; Wahyuningsih, Titik; Fitrayudha, Adryan; Fariyadin, Adiman; Adiansyah, Joni Safaat; Winarti, Dwi; Aroby, Sudhan; Ain, Hurun; Hidayatullah, Syarif
Community Development Journal : Jurnal Pengabdian Masyarakat Vol. 5 No. 4 (2024): Volume 5 No. 4 Tahun 2024
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/cdj.v5i4.31043

Abstract

Peningkatan kompetensi tenaga kerja merupakan tuntutan bagi tamatan SMK agar dapat bersaing di dunia kerja. Perkembangan teknologi yang cepat mendorong kebutuhan tenaga kerja yang kompeten dan andal. Pemerintah melalui Dirjen Vokasi mendukung hal ini dengan program SMK Pusat Keunggulan, yang berfokus pada pengembangan holistik hasil belajar siswa untuk mewujudkan profil Pelajar Pancasila yang mencakup kompetensi dan karakter. Program pengabdian ini bertujuan meningkatkan kualitas manajemen SMK, keselarasan dengan dunia kerja, dan menghasilkan lulusan yang siap kerja atau berwirausaha. Metode Pengabdian yang digunakan dalam kegiatan ini yaitu Participatory Action Research (PAR), yang mana dalam program pendampingan pelatihan untuk meningkatkan kualitas manajemen SMK, keselarasan dengan dunia kerja, dan menghasilkan lulusan yang siap kerja atau berwirausaha melalui diskusi kelompok terfokus (focus group discussion, FGD). Pelaksanaan pendampingan di SMKN 1 Gunungsari oleh Fakultas teknik Program studi teknik sipil UMMAT. Hasil pengabdian ini menunjukkan hal yang signifikan meliputi penyelarasan kurikulum dengan industri, peningkatan data tracer study, dan pengembangan kerja sama industri. Dapat disimpulkan bawha program ini menunjukkan hasil positif dengan peningkatan kerja sama dengan dunia industri dan peningkatan tracer study. Upaya berkelanjutan untuk memperkuat kerja sama dengan industri dan meningkatkan kualitas pendidikan vokasi diharapkan terus dilakukan.
Pemanfaatan Pasir Besi dan Pasir Pantai sebagai Agregat Halus pada Campuran Asphalt Concrete – Binder Course Fitrayudha, Adryan; Maolida Uci Handayani; Anwar Efendy; Ahmad Zarkasi; Aulia Muttaqin; Isfanari
AGREGAT Vol 10 No 2 (2025)
Publisher : Universitas Muhammadiyah Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30651/ag.v10i2.29252

Abstract

Penelitian ini bertujuan untuk mengevaluasi pemanfaatan pasir besi dan pasir pantai sebagai substitusi sebagian agregat halus pada campuran Asphalt Concrete – Binder Course (AC-BC) serta menentukan proporsi optimum yang mampu memenuhi persyaratan kinerja menurut Spesifikasi Bina Marga 2018 Revisi 2. Pengujian laboratorium dilakukan menggunakan pasir besi dari Pantai Kerakat dan pasir pantai dari Pantai Malimbu, sedangkan agregat kasar dan abu batu diperoleh dari AMP setempat. Pengujian Marshall dilakukan dengan kadar aspal optimum sebesar 5,15% dengan parameter yang dianalisis meliputi stabilitas, kelelehan, Marshall Quotient, Void in Mineral Aggregate (VMA), Void in Mix (VIM), dan Void Filled with Bitumen (VFB). Hasil penelitian menunjukkan bahwa meskipun beberapa campuran tidak memenuhi kriteria VIM dan VFB, dua variasi 5% pasir besi + 5% pasir pantai dan 7,5% pasir besi + 2,5% pasir pantai menunjukkan keseimbangan interaksi antarbutir, interlock agregat yang baik, dan struktur internal yang stabil sehingga memenuhi seluruh spesifikasi yang dipersyaratkan. Secara ilmiah, pencapaian kinerja tersebut disebabkan oleh karakteristik pasir besi yang meningkatkan kerapatan struktur dan pasir pantai yang memperbaiki kemampuan kerja sehingga mencegah over compaction. Sebaliknya, campuran dengan dominasi pasir pantai menghasilkan rongga udara tinggi, sedangkan campuran dengan dominasi pasir besi menjadi terlalu rapat, keduanya menyebabkan ketidaksesuaian spesifikasi. Secara keseluruhan, penelitian ini membuktikan bahwa proporsi terkontrol dari kedua material lokal ini dapat dimanfaatkan secara efektif sebagai substitusi agregat halus dalam campuran AC-BC
Co-Authors Abda Abda Abdi Nugroho Adiman Fariyadin Ahmad Zarkasi Ahmad Zarkasi Ahmad Zarkasi Ahnaf Saputra Akhsae, I Gede Anaga Amaelisa, Viara Amelia, Dinda Risky Anwar Efendy Anwar Efendy Ari R Hidayat Aroby, Sudhan Aulia Muttaqin Aulia Muttaqin Aulia Muttaqin Baehaqi Bandu, Andi Rachman Buan Anshari Chairil Anhar Cholid Zulfikan, Aan Dodik Kusumawanto Ekasapta, Febrian Elsa Juniastasya Erni Yustissiani Fariyadin, M. Ruslin Anwar, Indradi Wijatmiko, Adiman Feri Irawan Hadi Rasikhun Hady Rasikhun Haerul Bahri Hafiz Hamdani Hafiz Hamdani Hafiz, Syaepudin Haidir Azim Hamdani, Hafiz Hariyadi Hariyadi Hariyadi Haryadi Hariyadi, Hariyadi Haryadi - Heni Pujiastuti Ifan Adi Saputra Indrawan Indrawan Intan Novianti Isfanari Isfanari Isfanari Isfanari Isfanari Isfanari Jauhar Fajrin Joni Safaat Adiansyah Khalis Ilmi, Muhammad M Khalis Ilmi M. Heru Maolida Uci Handayani Marsa D.P, Khendy Maya Saridewi Pascanawati Maya Saridewi Pascanawaty Maya Saridewi Pascanawaty, Maya Saridewi Mega Fatimah Rosana Muhammad Basir Muhammad Deni Kurniawan Muhammad Khalis Ilmi Novianti, Intan Nurul Hidayati Nurul Hidayati Nurul Hidayati Nurul Jumiati Pratama, Khendy Marsha Duta Radiman Radiman Rajabi Mubarak Ramadhan Hidayat, Ari Restu Anggara Ridho, Syarifunnaji Ringgi Puteri Samengasbumi RR. Ella Evrita Hestiandari Rukandani, Baiq Aisya Astika Safitri, Nura Santika, Yuliana Sasmito Sasmito Sasmito, Sasmito Siti Mustika Sari Sofyan Dayudinata Sukma Dewi Rahmawati Sukuryadi Suryawan, Aldi Swahip Swahip Swahip, Swahip Syaiful Alam Syarif Hidayatulloh Syarifunnaji Ridho Titik Wahyuningsih Toyyib, Mukhtar Ubaidillah, Aji Syailendra Wahyudi, Mudji Wijanarko, Riza winarti, dwi