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Islam BJRM (Bongaya Journal of Research in Management) BAKTI BANUA : JURNAL PENGABDIAN KEPADA MASYARAKAT Jurnal Kesehatan Tambusai International Journal of Computer and Information System (IJCIS) Literacy : Jurnal Ilmiah Sosial Jurnal PTI (Jurnal Pendidikan Teknologi Informasi) Literacy: Jurnal Ilmiah Sosial Jurnal Ilmiah Kajian Keimigrasian (JIKK) VARIA HUKUM: Jurnal Forum Studi Hukum dan Kemasyarakatan Journal of English Language and Education ARTCHIVE: Indonesia Journal of Visual Art and Design Conten : Computer and Network Technology Jurnal Altifani Penelitian dan Pengabdian kepada Masyarakat MAQASIDI Jurnal Fokus Manajemen Tarbiyah Islamiyah: Jurnal Ilmiah Pendidikan Agama Islam Prosiding Seminar Nasional Program Pengabdian Masyarakat Bussman Journal : Indonesian Journal of Business and Management Jurnal Puan Indonesia Perspektif Hukum Hawari: Jurnal Pendidikan Agama dan Keagamaan Islam Robust: Research of Business and Economics Studies Academic Physiotherapy Conference Proceeding Tsaqofah: Jurnal Penelitian Guru Indonesia Prosiding University Research Colloquium Al Muhafidz Jurnal Management Risiko dan Keuangan JURNAL PENGABDIAN PENDIDIKAN MASYARAKAT (JPPM) Economics and Business Journal eProceedings of Applied Science Journal of Artificial Intelligence and Digital Business Jurnal Audit dan Perpajakan Room of Civil Society Development Jurnal Ekonomi Pembangunan, Manajemen & Bisnis, Akuntansi Innovative: Journal Of Social Science Research JOINTECOMS (Journal of Information Technology and Computer Science) Jurnal Manarang Manajemen dan Bisnis Tadulako International Journal of Applied Management (TaJAM) Jurnal Ekonomi dan Kewirausahaan West Science Jurnal AGRISEP: Kajian Masalah Sosial Ekonomi Pertanian dan Agribisnis Journal of Economics and Management Scienties Jurnal Pelita Nusantara : Kajian Ilmu Sosial Multidisiplin Journal of Health Management and Pharmacy Exploration (JOHMPE) JRIIN :Jurnal Riset Informatika dan Inovasi Socius: Social Sciences Research Journal Barista : Jurnal Kajian Bahasa dan Pariwisata Indonesian Educational Administration and Leadership Journal (IDEAL) MARAS : Jurnal Penelitian Multidisplin Jurnal Kajian dan Terapan Matematika Tabayyun : Journal of Islamic Studies AGRARIS: Journal of Agribusiness and Rural Development Research Spectrum: Multidisciplinary Journal Jurnal Kreatif : Karya Pengabdian untuk Masyarakat Aktif dan Inovatif JGEN : Jurnal Pengabdian Kepada Masyarakat Jurnal Teknologi Laboratorium Medik Borneo The Journal of Educational Development Asian Multidisciplinary Research Journal of Economy and Learning Smart Dedication: Jurnal Pengabdian Masyarakat Jurnal Hukum Statuta Jurnal Perikanan dan Kelautan Joong-Ki Jurnal Wicara Desa Journal on Mathematics Education Educational Leadership and Management Journal Room of Civil Social Development JILS (Journal of Indonesian Legal Studies) J-Sil (Jurnal Teknik Sipil dan Lingkungan) Bomba: Jurnal Pembangunan Daerah Indonesian Journal of Islamic Jurisprudence, Economic and Legal Theory JIMEKA Journal of The Physical Society of Indonesia Arunika: Jurnal Pengabdian Masyarakat JUMEBIN : Journal of Management, Economics, Business, and Investment
Muhammad fauzan
Universitas Jenderal Soedirman
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Mental Health as Intervening Variable on Relationship of Social Support and Achievement of Qur'an Memorization Ridwan, Ari Mohamad; Fauzan, Muhammad
Al Muhafidz: Jurnal Ilmu Al-Qur'an dan Tafsir Vol. 5 No. 2 (2025): Available online since 26 August 2025
Publisher : Lembaga Penelitian dan Pengabdian Kepada Masyarakat (LP2M) Sekolah Tinggi Ilmu Al-Qur'an Al Multazam Kuningan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.57163/almuhafidz.v5i2.197

Abstract

The 2022 Indonesian National Youth Mental Health Survey informed that adolescents were diagnosed around 1 in 20 or 5.5 percent of with condition of mental disorders. Basically, social support can encourage adolescents to have good mental health, so they can achieve their dreams. Especially for adolescents in memorizing the Qur'an. This study was to analyze the effect of social support on the achievement of memorizing the Qur'an and mental health as an intervening variable. The research method used quantitative with a survey approach. Based on the data obtained, there is a relationship between social support and the achievement of memorizing the Qur'an through mental health. The results of the study showed that social support was significantly related to mental health. It is known that out of 94 people, there are 60 people (63.8%) in the moderate category, which proves that the relationship between social support and mental health and is strengthened by the Sommers'd test which shows that the correlation is quite strong with a p value of 0.007 <0.05 which means that there is a relationship between social support and mental health on the achievement of memorizing the Qur'an. The novelty of this study lies in its concept, namely that social support can affect the achievement of memorizing the Qur'an through mental health because good social support will produce a healthy mentality, and a healthy mentality will make the memorizer of the Qur'an enjoy the process of memorizing it.
ANALISIS STRUKTUR BOX GIRDER JEMBATAN FLY OVER RAWA BUAYA SISI BARAT TERHADAP GEMPA Meidiansyah, Aditya Fajar; J. Purwanto, M. Yanuar; Fauzan, Muhammad
Jurnal Teknik Sipil dan Lingkungan Vol. 1 No. 1: April 2016
Publisher : Departemen Teknik Sipil dan Lingkungan IPB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29244/jsil.1.1.42-56

Abstract

The Rawabuaya flyover bridge is an option to overcome the traffic jam that often happens in the Rawabuaya area. It has an extremely vital function to disentangle the traffic congestion; therefore, the structure must be strong in holding the on-going load, specifically the seismic load. The seismic load is dangerous to a structure because it has period that causes the structure to repeatedly shaken. If the movements happened continually, the structure will collapse ― depending on how much earthquake load that is being loaded on the structure. Therefore, it is essential to conduct a structural analysis on the earthquake resistance level of the Rawabuaya flyover bridge based on the "Standar Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung dan Non-Gedung" RSNI 03-1726-2010 and "Peta Zonasi Gempa Indonesia 2010" to know further about the on-going deformation. This research was done thoroughly by recognizing the maximum forces in the combination of ultimate loads based on the most recent rules of encumbering, including the rules regarding the seismic load. The maximum forces in the combination of ultimate loads were compared with the forces' nominal values, especially those related to the seismic load. From the research, it was concluded that the values of the maximum forces in the combination of ultimate loads had the combined seismic load worked on the upper structure of box girder as well as on the structure beneath the pier of Rawabuaya flyover bridge with a maximum moment values of 800300.80 KNm applied to Pier P6B with the combination of the singular ultimate load, additional dead load, pre-stressed load, and “T” truck load. Impairment to the structure was found to happen if the combination of the ultimate load was forced to work continuously on the Rawabuaya flyover bridge. Meanwhile, the result of the compared maximum forces in the combination of ultimate load with the values of nominal forces indicated that the Rawabuaya flyover bridge had a large amount of seismic load with 10% difference. It meant that this structure was able to resist 90% of ultimate seismic load, which required the usage of reinforcements on the upper structure of box girder as well as on the structure beneath the pier to increase the concrete stress power and the tendon on the upper structure of box girder to increase the tensile of the concrete. Keywords: prestressed box girder, structural analysis, seismic load, force
Desain dan Analisis Struktur Bangunan Adat Sumatera Barat Terhadap Ketahanan Gempa Mantani, Khairat; Fauzan, Muhammad
Jurnal Teknik Sipil dan Lingkungan Vol. 4 No. 1: April 2019
Publisher : Departemen Teknik Sipil dan Lingkungan IPB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29244/jsil.4.1.25-36

Abstract

Indonesia is an archipelago with a high risk of earthquakes. Traditional houses in Indonesia are very varied, distinctive, and made of wood. Rumah gadang is one of the traditional houses and located in Minangkabau, West Sumatra. Rumah gadang in various regions are threatened due to natural disasters. The purpose of this research were design and analyze rumah gadang structures againts the durability on earthquake. The analysis used software SAP2000 v14 and Microsoft Excel. The main material was pheasant wood or senna siamea with density 800 kg/m3 and the modulus of elasticity 11000 MPa. Based on the calculation of maximum internal force, the combination of load and resistance factor design (LRFD) was greater than the combination of allowable stress design (ASD). The actual pressure was smaller than the ultimate pressure so structure was fulfill the strength standard. Buckling didn't occur when the ultimate pressure work. Maximum flex occur on the roof was 1.08 cm due to the hight of roof cross-section is smaller than the width off cross-section. Keywords: ASD, earthquake, LRFD, rumah gadang
Evaluasi Geometri dan Perlengkapan Jalan Lingkar Leuwiliang Bogor Syifaurrahman, Dzaky; Fauzan, Muhammad; Sudibyo, Tri
Jurnal Teknik Sipil dan Lingkungan Vol. 4 No. 2: Agustus 2019
Publisher : Departemen Teknik Sipil dan Lingkungan IPB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29244/jsil.4.2.149-168

Abstract

Leuwiliang Ring Road had curve, slop and road equipment like signs, markers and street lighting that uncomfortable for drivers. The purpose of this research was to evaluate road geometric based on RSNI T-14-2004 and guidelines no. 038/TBM/1997 and road equipment based on guidelines no. 01/P/BNKT/1991 and SNI 7391: 2008 on Jalan Lingkar Leuwiliang. The results showed that design of geometry and equipment of this road did not conform to Standard. The speed limit used was 50 km/h. The free side area on the 4th curve was of 3 m less than Standard (3.04 m). Slopes of the road were more than 9% on segment 2 (14.21%), 4 (10.94%), 13 (9.01%), 14 (9.19%), 26 (9.20%), 27 (9.20%), 28 (9.49%), 29 (12.15%) and 30 (19.36%). There were no markers on this road then longitudinal line mark was designed on the road side. Dotted line marks were designed at Sta 0+000 to Sta 0+200 and longitudinal line mark were designed at Sta 0+200 to Sta 0+974.5 on the road divider. There were no street lighting on the 7th pole to the 22nd pole so the street lighting were designed on that poles using the lamp type SON 100W patch to the pole with height of 6 m from the road surface.Keywords : free side area, lamp, road, road markings, slope.
Analisis Perubahan Faktor Keamanan Lereng Akibat Hujan Hafidz, Achmad; Fauzan, Muhammad; Putra, Heriansyah; Daniswara, Annisa
Jurnal Teknik Sipil dan Lingkungan Vol. 4 No. 3: Desember 2019
Publisher : Departemen Teknik Sipil dan Lingkungan IPB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29244/jsil.4.3.169-176

Abstract

Infiltration causes a decrease in soil shear strength parameters. Decrease in soil shear strength parameters can cause landslides. Landslides often occur in Bogor Regency, one of the landslide locations is Puncak, Bogor. Landslides in Puncak, Bogor on 05 February 2018 at 09.20 WIB must have a safety factor 1.07. Changes in safety factors due to rainfall are observed from 03 February 2018 at 05.00 WIB until 05 February 2018 at 09.20 WIB. This research includes testing soil samples, pore water pressure analysis and slope stability analysis. The software used for this analysis is GeoStudio. The analysis results are the changes in safety factor due to rainfall. The safety factor on 03 February 2018 at 05.00 WIB is 1.602. Safety factor until 05 February 2018 at 03.40 WIB are still above 1.25. So, the slopes are still safe. The decline in safety factor continued until 1.070 due to a decrease in cohesion on 05 February 2018 at 09.20 WIB with cohesion on SW-SM soil and SM soil at 4.01 kPa and 9.18 kPa. So, the duration needed to change a safe slope to landslide is only 5 hours 40 minutes. This can occur because of the intensity of the rain on 05 February 2018 at 07.00 WIB and 08.00 WIB are 34.1 mm/hour and 34.9 mm/hour. Key words: cohesion, landslides, rainfall, safety factor
Analisis Perilaku Struktur Gedung Bertingkat Dengan Analisis Dinamik Respon Spektrum Terhadap Beban Gempa Harahap, Muhammad Farhan; Fauzan, Muhammad
Jurnal Teknik Sipil dan Lingkungan Vol. 4 No. 3: Desember 2019
Publisher : Departemen Teknik Sipil dan Lingkungan IPB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29244/jsil.4.3.195-206

Abstract

The effect of earthquake load on building structures can be analyzed by equivalent static and dynamic methods analysis (spectrum response and time history). Earthquake load in buildings causes to collapse in buildings. One of the region in Indonesia that have highrisk on the earthquake is Bekasi. This research was conducted at the Galaxy Park Metro Apartment, Bekasi. This study aims to conduct building modeling, analyze the stiffness, vibration period, and the basic shear force of the structure, determine the pattern of sway (mode) and gather mass. The structural performance analysis of the Metro Galaxy Park Apartments based on SNI 1726 2012, SNI 1727 2013, SNI 2847 2013, and PPURG 1987. The results of this research show that the value of the vibration period of Metro Galaxy Park Apartments is 4.281 seconds. The amount of mass participation in the X and Y directions that exceeds 90% in the 21st and 24th modes respectively. The size of the static base shear (Vstatic) obtained is 23357.8 kN. While the dynamic base shear force (Vdynamic) for the earthquake direction X and the direction of the earthquake Y are obtained at 9788,041 kN and 10777.75 kN, respectively. Design scale factor for dynamic base shear force (V dynamic) of the earthquake in X and Y earthquake direction are 2.03 and 1.843, respectively. The magnitude of the dynamic base (Vdynamic) shear force for the X earthquake direction and Y earthquake direction are 19859,93 kN dan 19863,40 kN., respectively. Modeling of Metro Galaxy Park Apartments has been successfully done and the pattern of shaking (mode) of buildings has been obtained.Keywords: dynamic analysis, earthquake, mode shape, response spectrum
Analisis Kinerja Rencana Bundaran dengan Pendekatan Simulasi Mikro Sudibyo, Tri; Erizal, Erizal; Mahardi, Purwo; Fauzan, Muhammad; Putra, Heriansyah
Jurnal Teknik Sipil dan Lingkungan Vol. 4 No. 3: Desember 2019
Publisher : Departemen Teknik Sipil dan Lingkungan IPB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29244/jsil.4.3.177-186

Abstract

Urban road network typically consists of many intersections which commonly lead to traffic problems. In relatively low traffic, a simple priority intersection will be sufficient and lead no traffic problem without necessarily implement traffic lights, roundabout or others. In an urban area where traffic demands are high, intersections need to be treated with an accurate traffic engineering approach. There are many different approaches to reduce the traffic problem in intersection including traffic light, roundabout, or interchange. Cimahpar Raya street and Indobaso intersections are urban areas in Bogor city with the high demand for transportation and often having a congestion problem in peak hour. The Office of Public Works and Spatial Planning (PUPR) of Bogor city plans to develop and change the Indobaso intersection to be a roundabout, while also increasing the lane width of the approaching roads. This study was conducted to assess the performance changes of the Indobaso intersection improvement by developing a traffic model of the intersection. The planned roundabout and lane width improvement significantly reduce the traffic delays by 90,07%, reduce travel time by 51,76%, improve average speed by 83,77%, and reduce the traffic density by 88,54% compared to the current condition of the intersection which lacks required lane road width and maneuver area.Key words: urban road, intersection, traffic model
Analisis Kekuatan Struktur Atas Jalan Layang terhadap Beban Gempa (Studi Kasus: 6 Ruas Tol Dalam Kota Jakarta Tahap 1 Seksi A) Ridwan, Aini Maryam; Fauzan, Muhammad; Mentari, Sekar
Jurnal Teknik Sipil dan Lingkungan Vol. 5 No. 1: April 2020
Publisher : Departemen Teknik Sipil dan Lingkungan IPB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29244/jsil.5.1.41-50

Abstract

The high potential earthquake in Indonesia made the earthquake an important factor in the planning of a building. The study aims to do the way of modeling, analyzing the inner style, displacement occurring in the current earthquake structure and knowing the vibration period and the stiffness of the structure. Research conducted in Kelapa Gading North Jakarta. Research using secondary data obtained from KSO Jaya Konstruksi-Adhikarya by using CSI Bridge. The flyover modeling is based on secondary data. The results show that 12 vibration modes may occur in the flyover structure. The largest period occurred in mode 1 that was equal to 0.84 sec which represented the behavior of the structure so that the total stiffness value of the structure was 275512.95 kN/m. Structures can be categorized as a flexible structure. Displacement is the structure of 92.5 mm and is still below the value of allowable displacement so it could be classified as the safe category. The force that occurs in the structure of the axial force, shear force, torsion, and flexure moment. Keywords: CSI Bridge, displacement, earthquake, flyover, force.
Analisis dan Desain Struktur Atas Hotel 10 Lantai di Kabupaten Bogor terhadap Beban Gempa: Analysis and Design of the Top Structure of a 10 Floor Hotel in Bogor Regency Against Earthquake Loads I Wayan Wirya Aristyana; Fauzan, Muhammad
Jurnal Teknik Sipil dan Lingkungan Vol. 6 No. 1: April 2021
Publisher : Departemen Teknik Sipil dan Lingkungan IPB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29244/jsil.6.1.1-10

Abstract

The type of soil at the location of the hotel building is a type of medium land (D). The applications used in this study are ETABS V16.1 and AutoCAD. Based on the PUSKIM website, the Ss and S1 Bogor City were 0.881 and 0.356, respectively. Based on the results of the analysis of the application ETABS V16.1 obtained fewer reinforcement design results than the existing reinforcement. The maximum nominal moment of the beam is 508.3 kNm while the ultimate moment is 498.4 kNm. The maximum nominal shear force of the beam is 565.9 kN while the ultimate shear force is 538.4 kN. The maximum nominal moment of the column is 1488.5 kNm while the maximum ultimate moment is 1478 kNm. The maximum nominal axial force of the column is 6291 kN while the maximum ultimate axial force is 6287 kN. The maximum nominal bending moment of the floor plate is 41.3 kNm while the maximum ultimate moment is 39.9 kNm. The maximum nominal shear force of the floor plate is 234.7 kN while the maximum ultimate shear force is 228.9 kN. The nominal shear force of shear wall is 8238.5 kN while the ultimate shear force is 8194.7 kN. Based on the internal forces, the building that has been built is in accordance with the plan so that it is safe to withstand earthquake loads.
Evaluasi Kerusakan Lapis Perkerasan Jalan dengan Metode Pavement Condition Index (PCI): Evaluation of Road Pavement Layer Damage using Pavement Condition Index (PCI) Method Rifqi Fauzi Dhiaulhaq; Fauzan, Muhammad
Jurnal Teknik Sipil dan Lingkungan Vol. 7 No. 2: Agustus 2022
Publisher : Departemen Teknik Sipil dan Lingkungan IPB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29244/jsil.7.2.161-170

Abstract

Jalan sangat dibutuhkan karena segala bentuk pergerakan terutama pergerakan transportasi darat memakai sistem jaringan transportasi yang ada. Pertumbuhan baik dari sisi ekonomi, perdagangan, serta sektor lain akan berkembang lebih dengan adanya keberadaan jalan. Penyebab kondisi jalan di Indonesia masih buruk yaitu karena pembangunan jalan yang tidak diimbangi dengan pemeliharaan yang baik. Berdasarkan data Badan Pusat Statistik Provinsi Jawa Barat tahun 2018 diketahui bahwa daerah Bogor memiliki jalan dengan kondisi rusak hingga rusak berat. Jalan Alternatif IPB merupakan jalur alternatif untuk menuju Kampus Institut Pertanian Bogor (IPB). Intensitas kendaraan yang cukup padat menyebabkan banyaknya kerusakan. Kerusakan ringan hingga berat terjadi di beberapa ruas jalan. Penelitian bertujuan untuk mengidentifikasi jenis kerusakan jalan, melakukan penilaian berdasarkan metode PCI, serta memberikan solusi perbaikan untuk setiap perkerasan jalan yang rusak pada Jalan Alternatif IPB. Penelitian dilakukan pada Jalan Alternatif IPB sepanjang 500 m dengan lebar perkerasan 4 m yang dibagi menjadi 10 section. Terdapat 6 jenis kerusakan, seperti kerusakan lubang, ambles, retak memanjang, tambalan, bahu turun, dan retak tepi. Nilai akhir PCI pada lokasi penelitian sebesar 69,4 sehingga masuk dalam kategori sedang. Solusi perbaikan untuk setiap kerusakan tidaklah sama. Penambalan permukaan dan penambalan seluruh kedalaman dapat digunakan untuk perbaikan semua jenis kerusakan, kecuali bahu turun. Bahu turun harus diperbaiki dengan perataan kembali serta bahu diurug. Micro surfacing digunakan untuk perbaikan ambles. Penutup retak digunakan untuk retak memanjang dan retak tepi.
Co-Authors . Roslidar A, Biyandra Timothee A. Komari A. Komari A.A. Ketut Agung Cahyawan W AA Sudharmawan, AA Abd. Rasyid Syamsuri Abdillah, Muhammad Rizki Abdul Galib Abdul Kahar Abidin, Fikri Rafi Musyaffa Ade Kusmana Ade Suryanda Adha, Wahyu maulid Aditia Nur Bakti Aditya Fajar Meidiansyah Adzqiya, Fatan Agasi, Muhammad Andre Agniy, Romza Fauzan Agus Maulana Agus Setiono Agus Syahid Agustin, Novitri Ahmad Fatoni Ahmad Suriansyah ahmad yani Aini, Wirdatul Aisyah, Rifqiya Nur Aji Lukman Ibrahim Akbar, Alya Shalahuddinn Akbar, Irvan Mulya Akhmadi, Heri Aldino, Sopyan Aldosion, Gabriel Carol Alfarissa, Tiara Alfi Sahrin, Laila Ali Imran Nasution Alirmansyah, Alirmansyah Amalia, Emmy Amanda Jonatan Puteri Amany, Zhafirah Amatullah, Tazkiyah Arafah Amelia Rahmaniah Amir, Andi Mattulada Anak Agung Ayu Niti Wedayani Anjani, Riya Anni Alvionita Simanjuntak Anshori, Maz Isa Antonius Apriadi, Apriadi Aprillia, Nova Arafah, Tazkiyah Ari Mohamad Ridwan Arief Budiono Arif Pristianto Ariyandani, Nur Arju, Muhammad Arza Aibonotika Asgawanti, Eka Desy Aslamiah Aslamiah Asniati Bindas Asril, Juli Astuti, Bernadetta Indri Dwi Asyifa, Nichiliya Aulyanti, Davina Dewi Az Zahra, Taqiyyatuts Tsabitah Az-Zahra , Casilda Aliya Azis, Idris Azis, Mochammad Abdul Azizatul Adni Azizaturrahmah, Gina Aulia Azzahra, Kesya Fadhilah Azzahro, Fathimah Baehaqi Bahriani, Demitri Bambang Waluyo Basir, Badirun Batubara, Maryam Budi Harsono, Arta Mulya Budiono, Catarina Cahyadi, M. Bagus Cholid Mawardi Chusnul Arif Cinantya, Celia Citra Lestari Putri, Citra Lestari Dadan Rusmana Dadang Komara Daniswara, Annisa Darmayanti, Cokorda Istri Wulan Davilla Prawidya Azaria Deni Suswanto Desthabu, Meurina Dewahrani, Yulilina Retno Dewanti Dewanti Dewi Iriani Dewi, Nova Nur Elisa Dhiya An, Alfun Dhoriva Urwatul Wutsqa Dian Arisandy Eka Putra Sembiring Diani Sadiawati Dimas Sasongko Diraksa, Mazhari Seneng Doni Stiadi Dwipa, Rendy Dzaky , Muhammad Dzaky, Muhammad Efrans Christian Elan Jaelani, Elan Elin Haerani Endang Listyani Enita Suardi Erizal Erizal Erizal Ezra Putranda Setiawan Faaiza, Firya Zalfaazza Fachruddin, Rudy Fadhlurrahman Rendy Dhaif Muharram, Fahri Fadzil, Rozlinda Mohamed Farah Margaretha Faranajhia, Hagia Farhan , Muhammad Fariza, Rahma Febrina, Halimah Syifa Febriyan, Azrila Fil'Awalin, Hanif Fildzani, Qashrina Vania Firizqi, Febby Firmansyah, Maman Fitri Wulandari G, Gusmaneli Ganjar Eka Subakti Getas, I Wayan GHAZALI, RAHMAT Gifari, Lalu Maulana Azmi Gilang Abi Zaifa Gusmaneli Gusmaneli Habil, Rizki Muhammad Hadiyati, Fathmi Hafidz, Achmad Handar Subhandi Bakhtiar Handayani, Siti Dyah Handoyo Prasetyo Hanifa , Fanni Husnul Hansein Arif Wijaya Harahap, Muhammad Farhan Hariandi Maulid HARIYANTO HARIYANTO Harnida Wahyuni Adda Harun Harun Haspada, Deni Hayyi, Najma Auliya Maharani Helta, Fahri Hendra Perdana Hendra, Robi Hendri Setiawan Hendro Prasetio Herdiyana, Jusuf Herlambang Hermansyah, Anang Heru Kurnianto Tjahjono Hidayatulloh, Muhammad Azhar Hikmah Umar HN, Firmansyah I Wayan Joniarta I Wayan Wirya Aristyana Ike Sari, Marlindia Ilona, Desi Ima Arum Lestarini Indah Pratiwi Indra Sakti Irawati Irawati Irshabdillah, Muhammad Ridho Irwadi, Didi Irwinsyah, Irwinsyah Islamy, Fajrul iswanto Iwan Sugihartono Jannah, Arrinda Miftachul Johannes Suhardjana Julianto, Baskoro Tri Juniarto, Antonius Jurnal Wicara Kaharuddin Khairunnisa, Baiq Asya Faras Khayrun, M Khudin, Fat Kristophorus Hadiono Kurniawan Kurniawan, Muhammad Farraz Pradipta Bintang L. Lisnawati Laeli, Inayatul Lataf, Budiarto Latif , Nuraida Lestari, Henny Setyo Lestari, Sachiko Mawaddah Libra, Robert Listiani, Toneng Lovely, Anjela Fatma Lubis, Taufiqurrahman Lukman M. Baga M. Nasution, Idham M. Zainal Abidin Madani, Ayda Fitri Maghfira, Magfira Mahesa Rannie Maisa, Diva Rara Vidyani Manggala, Bayu Suryadi Mantani, Khairat Manunggal Kusuma Wardaya Maolani, Astri Mardlatillah Romadoni Nur Indraswari, Violeta Marvinda, Elsa Sintya Masintan, Masintan Maula, Putri Ni'matul Maulana, Rifal Maulidan Zuhdi, Aqiel Meina Wulansari Yusniar Mentari, Sekar Mina, Nivia Audria Mokh. Iman Firmansyah Muhammad Ashdaq Muhammad Fauzy Muhammad Maulana Muhammad Nadir Muhammad Naufal, Muhammad Muhammad Reza Muhammad Ridwansyah Muhammad Safri, Muhammad Muhammad Sobri Muhammad Sofwan Muhammad Yahya Muhammad Yunus Muhammad Yusuf Muhlisin Muhlisin Mukhlash Abrar Mukhlis Mukhlis Nabilah, Ailsa NAM Sihombing, Eka Nana Rahayu, Nana Nashiyah, Raudatun Nengsih, Radia Putri Noerman, Chiquita Thefirstly Nopia Ramdhani, Riyan Norlatifah, Norlatifah Novita, Irene Novyana, Hilda Nugraha, Hendri Hermawan Adi Nunung Kusnadi Nur Fitria, Nur Nur Qamariah Nur'aini, Rizky Nurdin Nurdin Nurdin Nurdin Nurhanifa, Nurhanifa Nurwijayanti Nurwulandari, Vionita Okky Naomi Sahupala Oktavia, Lola Oktaviani oktaviani Olivia Olivia P., I Gusti Bagus Sugiantara D. Padillah, Muhammad Rayhul Pambudi, Satrio Nur Panesa Aulia, Linda Paramytha, Nina Parham, Putri Maharani Pasah, Marip Prahardika, Novella Putri Prawatiningsih, Desty Prawira Negara, Anak Agung Bagus Tito Indra Prayoga, Aqbil Fajar Prayogo, Edwin Suryo Pribadi, Fachsheila H. Prihastuti, Pusparani Puan Prisila Damayanty Pristanto, Arif Purwo Mahardi Puta, Boy Isma Putra, Heriansyah Putra, Putu Bagus A.A. Putri, Ajeng Ayu Putri, Anastasya Putri, Novia Andansari Qadri, Muhammad Qadri Qolbi, Muhammad Fatih Rachmawati Rachmawati Rahardandi, Pandu Gian Rahayu Pristiwati Rahma Samudra, Dimas Rahman, Muhammad Fadhila Rahmawan, Rama Zaky Rahmawati, Aulia Ika Rahmawati, Rahmawati Rahmiati, Riry Rahmie, Aliya Raju Maulana Ramadhan, Fathur Ramadhani, Muhammad Mumtaz Raudah, Syufi Raudhatul Jannah Redawati, Redawati Regen Reli Handayani, Reli Rerung, Rintho Rante Respati, Adnasohn Aqilla Rianda Dirkareshza Ribangun Bamban Jakaria Ridar Hendri Ridwan, Aini Maryam Rifqi Rifqi Fauzi Dhiaulhaq Rinandi, Al Hadid Defry Rini Handayani Riris Ardhanariswari Risdalina Riska Yulianti, Riska Risna Wijayanti Rivai, Dian Rahmayanti Rivansyah, Mohamad Daffa Rizkiandi, Muhammad Fahmi rohayati rohayati Rohmi, Rohmi Rosidhah, Nur Amrina Ruminda Ruminda Rusdiaman Rauf S. Endang Prasetyawati Safarudin, Muhamad Sigid Saffanah, Arla Haiqa Sakinah, R. Myrna Nur Salsabila, Aulivia Nanda Salsabila, Dika Tiara Samudra, Dimas Rahma Saputra, Dimas Cahyo Saputra, Rizky Indra Sari, Anggun Permata Sari, Nourma Prima Sari, Putri Nirmala Sarman Sarman Satia Negara Emalisa Lubis Satino Satino Siregar, Karina Josephine Siti Helmyati Siti Yuliani, Siti Situmeang, Zefanya Angelica Soraiya, Soraiya Subakdi, Subakdi Suci, Suci Hayati Sudharmawan, Anak Agung Ketut Sulaeman, Maryam Sulhan, Nur Atiqah Azzah Sunusi, Zulfianah Surahmad Surahmad Surahmad, Surahmad Surya Buana, I Gede Eka Susilo, Anton Suwarto, Fardzanela Syamsiar, Syamsiar Syarafina Dyah Amalia Syifaurrahman, Dzaky Syukriyadin, Syukriyadin T. Sabrina Tastian, Naufal Fattah Taufiqurrohman Syahuri Tenang Haryanto Thohari, Ahmad Ahsin Thoriq, Ahmad Reihan Tira Aulana, Dina Tobing, Vania Athalia Lumban Tommi Yuniawan Totok Budi Santoso Tri Sudibyo Trivida, Elvina Triyono, Djoko Ulfa, Nahdiyah Umi Budi Rahayu Utama, Indriani Utami, Listia Utami, Ratna Isti Visca, Rinette Wahyu Akbar Wahyu Tri Sudaryanto Wahyuningsih, Alifia Arienda Welgaputri, Feby Wicaksana, Muhammad Putra Wulan, Ir. R. Sri Tejo Wulandari, Bunga Ayu Wulandari, Puteri Pekerti Y, Mawadda Yakoob@Ariffin, Nur Haizal Binti Mat Yakoob@Ariffin Yulandra, Rianty Yundi Fitrah Yusman Syaukat Zahra, Lintang Aulia Zaifa, Gilang Abi Zain, Kamilia Zaitul Zaitul Zakiyyah, Luthfi Zuhdi, Aqiel Maulidan Zuhdi, Hilal Zuhdiah, Zuhdiah Zulkarnain Umar Zulkarnain Zulkarnain Zurnan Alfian