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All Journal Pharmaciana: Jurnal Kefarmasian Media Farmasi : Jurnal Ilmu Farmasi (Journal Of Pharmaceutical Science) Jurnal Al-Tadzkiyyah Jurnal Pendidikan Biologi SemanTIK : Teknik Informasi SYAMIL: Jurnal Pendidikan Agama Islam (Journal of Islamic Education) BIOEDUSCIENCE Civil Engineering Journal Martabe : Jurnal Pengabdian Kepada Masyarakat Jiko (Jurnal Informatika dan komputer) JURNAL PENDIDIKAN TAMBUSAI Journal TEPAT: Teknologi Terapan untuk Pengabdian Masyarakat Jurnal Basicedu Inovator : Jurnal Manajemen JISIP: Jurnal Ilmu Sosial dan Pendidikan E-Mabis: Jurnal Ekonomi Manajemen dan Bisnis TEMALI : Jurnal Pembangunan Sosial Abdi Wiralodra : Jurnal Pengabdian Kepada Masyarakat Jurnal Agrotek Lestari Jurnal Eduscience (JES) Jurnal Pembelajaran dan Biologi Nukleus Jurnal Agrium Jurnal Laot Ilmu Kelautan Hanifiya: Jurnal Studi Agama-Agama Spizaetus: Jurnal Biologi dan Pendidikan Biologi Jurnal Inovasi Pendidikan dan Sains Jurnal Pengabdian kepada Masyarakat Nusantara Jurnal Pengabdian Masyarakat Asia MURHUM : JURNAL PENDIDIKAN ANAK USIA DINI BINOMIAL : Jurnal Pendidikan Biologi Jurnal Hukum Lex Generalis Jurnal Promotif Preventif SANGAJI: Jurnal Pemikiran Syariah dan Hukum Bioscientist : Jurnal Ilmiah Biologi Journal La Sociale Bioed : Jurnal Pendidikan Biologi AbdiTechno (Jurnal Pengabdian Masyarakat) KARYA: Jurnal Pengabdian Kepada Masyarakat Journal of Education Research Indonesian Community Journal Sultra Civil Engineering Journal (SCiEJ) Jurnal Ekonomi Review Gajah Putih (GPJER) Seminar Nasional Pengabdian Kepada Masyarakat Jurnal Pendidikan dan Ilmu Sosial Jurnal Universal Technic SYAMIL: JURNAL PENDIDIKAN AGAMA ISLAM (JOURNAL OF ISLAMIC EDUCATION) Global Journal Basic Education Jurnal Riset Agama Journal of International Conference Proceedings Jurnal Basicedu Al-Istinbath: Jurnal Hukum Islam Jurnal Karajata Engineering Journal of Artificial Intelligence and Digital Business Ilmu Perikanan Tropis Nusantara Jurnal Penelitian Rumpun Ilmu Teknik Jurnal Masyarakat Madani Indonesia Room of Civil Society Development Jurnal Pengabdian Pada Masyarakat Ocean Engineering: Jurnal Ilmu Teknik dan Teknologi Maritim Praeparandi : Jurnal Farmasi dan Sains Innovative: Journal Of Social Science Research West Science Interdisciplinary Studies Jurnal Mahasiswa Kreatif Ininnawa: Jurnal Pengabdian Masyarakat Indonesian Journal of Innovation Multidisipliner Research West Science Interdisciplinary Studies Jurnal Wilayah, Kota dan Lingkungan Berkelanjutan SEWAGATI: Jurnal Pengabdian Kepada Masyarakat Tolis Mengabdi : Jurnal Pengabdian Kepada Masyarakat Journal of Community Empowerment Globe: Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan Harmoni Sosial : Jurnal Pengabdian Dan Solidaritas Masyarakat Jurnal Intelek Dan Cendikiawan Nusantara journal of Renewable Engineering Paramacitra : Jurnal Pengabdian Masyarakat International Journal of Economics, Management and Accounting Jurnal Hasil-Hasil Pengabdian dan Pemberdayaan Masyarakat (JHP2M) Jurnal Abdi Negeriku Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Manufaktur: Publikasi Sub Rumpun Ilmu Keteknikan Industri Venus: Jurnal Publikasi Rumpun Ilmu Teknik Flora: Jurnal Kajian Ilmu Pertanian dan Perkebunan Mikroba: Jurnal Ilmu Tanaman, Sains dan Teknologi Pertanian International Journal of Industrial Innovation and Mechanical Engineering International Journal of Mechanical, Electrical and Civil Engineering Didaktika Biologi: Jurnal Penelitian Pendidikan Biologi Jurnal Perikanan Fundamental : Jurnal Ilmiah Hukum PESHUM Jurnal Pendidikan MIPA Elementary Education Research Tamasya Jurnal Tarbiyatuna
Adnan Adnan
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PENGGUNAAN ABU SEKAM PADI (ASP) TERHADAP KUAT LENTUR BETON FERROCEMET Rahmat; Adnan, Adnan
Jurnal Karajata Engineering Vol. 2 No. 1 (2022): 2022
Publisher : Fakultas Teknik Universitas Muhammadiyah Parepare

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (555.505 KB) | DOI: 10.31850/karajata.v2i1.1601

Abstract

Pemanfaatan limbah abu sekam padi dimana dapat menjadi unsur yang mampu meningkatkan kekuatan beton. Karena mengandung pozzolan yang juga terdapat pada semen. Tujuan dari penelitian ini adalah mengetahui kelayakan bahan limbah tadi sebagai bahan subtitusi sebagian semen dan mengetahui bagaimana pengaruh penambahan variasi sebagai campuran beton terhadap kuat lentur beton ferosemen. Metode yang digunakan merupakan studi eksperimental yang dilakukan dengan cara pengujian di laboratorium. Hasil penelitian menunjukan bahwa abu sekam padi layak digunakan sebagai subtitusi sebagian semen dengan memperhatikan komposisi campuran variasi 0% dengan rata-rata 3,670 MPa dan untuk variasi 3% dengan rata-rata 3,960 MPa sedangkan untuk variasi 7% dengan rata-rata 3,631 MPa.
Analisis Biaya Operasional Kendaraan (BOK) Angkutan Umum Pedesaan Trayek Letta–Bungi Di Kabupaten Pinrang Imran Imran; Andi Sulfanita; Hamka Hamka; Adnan Adnan
Jurnal Universal Technic Vol. 3 No. 1 (2024): April : Jurnal Universal Technic
Publisher : Fakultas Teknik Universitas Maritim AMNI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58192/unitech.v3i1.2038

Abstract

Vehicle Operating Costs (VOC) refer to the expenses incurred by entrepreneurs/ operators in manage public transportation in a year. The ‘Recealed Pteference’ method is used to determine VOC by conducting a survey based on field conditins. This research aims to determinethe VOC on rural public transport on the Letta-Bungi route and compare the applicable transport rates with the VOC analysis results. It also aims to find out how much income is generated by rural public transportation busineses operating on the Letta-Bungi route. The research employs a quantitative survey method and analysis data using formulas, literature, journals and previous research. The analysis of Vehicle Operational Costs (VOC) for rural public transport on Letta-Bungi route in Pinrag Regency was conducted. For an annual mileage of 11,160 km/year and an average speed of 30 km/hour. According to the analiysis, the yearly operating cost of the vehilcs is IDR 232.956.075,- and the Operating Cost per km is IDR 20.874.20,-. The current tariff of IDR 50.000,-/pnp is higher than the calculated tariff of IDR 42.443,-/pnp. The study analysis also shows that the profits obtained by business operators amount to IDR 55.043,925,-/year and IDR 4.932,25,-/km.
Inovasi Teknologi Beton Self Compacting Concrete Terhadap Panjang Pengaliran (L-Flow) Dengan Variasi Umur Perawatan Beton Adnan Adnan
Globe: Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan Vol. 1 No. 4 (2023): Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/globe.v2i1.210

Abstract

The aim of this research is to analyze the effect of adding hyperplasticizer and retarder on the compressive strength of self-compacting concrete. Fine aggregate and coarse aggregate from the Jenneberang River, Kab. Gowa. The concrete mix design uses a trial and error mix design for self-compacting concrete by making visual observations, so that the physical conditions of the mixture appear to be sufficient to produce a good mix. The stages of this research, by finding a comparison of the slump flow values ​​of the self-compacting Concrete concrete, then making test objects, after that curing the test objects using the water curing method for 28 days, then testing the compressive strength of the self-compacting Concrete concrete to produce comparison to the compressive strength of normal(conventional) concrete. The results of this research show that self-compacting concrete has a compressive strength value of 46.25 Mpa compared to normal concrete of 45.02 Mpa, an increase of 2.73% compared to normal concrete. And the slump value of normal concrete is 8 - 13 cm, while the slump flow of self-compacting concrete is 63 - 84.9 cm, with a time range between 2.53 - 3.46 seconds, able to reach a diameter of 500 mm on the segregation board.
Kajian Analisis Desain Teknis Pemeliharaan Jalan Beton Desa Maluku Kec. Maritengngae Kab. Sidrap St. Nurjannah Jamain; A. Sulfanita; Hamka Hamka; Adnan Adnan
Globe: Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan Vol. 2 No. 2 (2024): Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/globe.v2i2.249

Abstract

Road maintenance or upkeep is not an easy problem to do because it requires quite a large amount of money. This is what causes the government to appear slow in repairing road damage so that the damaged roads become worse and wider. In reality, so far the government has carried out road maintenance and repairs when the road was in a condition that was in serious disrepair, so it is certain that the costs required will be very large and it can also be ascertained that the losses suffered by road users while the road is damaged, are also very large. big or even worthless. However, in implementing the preservation program, proper management is required so that the preservation program can be carried out effectively and efficiently. The aim of this research is to determine the type of damage found on concrete roads in Maluku Village, Kec. Maritengngae District. Sidrap along 2 km and technical study of concrete road maintenance program in Maluku Village, District. Maritengngae District. Sidrap along 2 km. The results of the research show that the damage on the concrete road in Maluku Village, Kec. Maritengngae District. Sidrap has patch damage, edge damage, cracks, transverse cracks, longitudinal cracks and holes. The most dominant damage is damage to holes and damage to roads on the concrete road in Maluku Village, Kec. Maritengngae District. Sidrap has 2 types of treatment, including Periodic Maintenance and Routine Maintenance Program. And handling the most dominant type of damage from STA 0+000 to 2+000 is a routine maintenance program of 100%.
Studi Eksprimental Dengan Metode Marshall Pemanfaatan Plastik Polystyrene Sebagai Bahan Aspal AC-BC Adnan Adnan; Mirsandy Mirsandy; Hamka Hamka
Globe: Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan Vol. 2 No. 2 (2024): Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/globe.v2i2.258

Abstract

Polystyrene plastic waste is difficult to decompose naturally and becomes microplastics which pollute the environment. Therefore, plastic waste is utilized in road pavement mixtures. This research aims to find out whether the addition of Polystyrene to AC-BC asphalt with levels of 4% and 5% can improve the quality of asphalt based on the 2018 General Bina Marga specifications. This research was carried out in a laboratory and analyzed using the Marshall method. AC-BC asphalt test results with polystyrene content of 4% and 5%, show that only the VIM value at 4% plastic content with a value of 3.88% meets and 5% plastic content with a value of 2.58% does not meet the range of 3%-5%. , then apart from the VIM value of AC-BC asphalt it meets the specifications. Keywords: AC-WC, AC-BC, Polystyrene, Marshall
Analisa Tarikan Pergerakan Pengunjung Wisata Permandian Waterpark Matua Kecamatan Alla Kabupaten Enrekang Siti Nurain; Hamka Hamka; Imam Fadly; Adnan Adnan
Globe: Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan Vol. 2 No. 3 (2024): Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/globe.v2i3.481

Abstract

Waterpark Matua is one of the land use objectives that can generate development attraction as a water recreation destination that offers the potential attraction of a beautiful natural panorama because it offers a view consisting of plantations and rocky hills surrounding the tourist area so that it has a beautiful and exotic photo spot. This study aims to determine the characteristics of visitors, what factors affect the attractiveness of visitors, and the growth rate factor of future visitor attraction using the furness method. This research was conducted for 2 months with questionnaire data collection, and processed using the SPSS 24 application. The results showed that the characteristics of visitors according to gender showed that most visitors were female based on a percentage of 66%, age 11-20 years with a percentage of 38%, most visitors from the Alla, Anggeraja, Curio districts with a percentage level of 38%, Students with a percentage level of 47%, the most visitors' transportation mode is motorbike with a percentage level of 70% and the movement attraction model with multiple linear regression analysis method is Y = 2.839 + 0.340 (x1) - 0.473 (x2) + 0.196 (x3) - 0.228 (x5) + 0.190 (x9) + 0.419 (x12). Factors that influence the occurrence of attraction are variables of home distance (x1), transport costs (x2), length of travel time (x3), destination to tourist attractions (x5), food prices (x9), and building conditions (x12). The growth rate factor from the analysis results using the Furness method obtained a growth factor value of Ed = 0.9897 which has met the requirements of the error tolerance limit, with an expected visitor attraction value of Dd = 3214.
Analisis Uji Kuat Tekan Beton pada Campuran Air Payau Desa Tellumpanua Kecamatan Suppa Andi Yasril Ananta Muliyadi; Hamsyah Hamsyah; Muh. Jabir M3; Adnan Adnan
Globe: Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan Vol. 2 No. 3 (2024): Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/globe.v2i3.484

Abstract

Increased economic growth in the city of Parepare with the presence of buildings around the estuary. In general, the composition of concrete making materials is taken from good materials. The problem encountered in the field is that the quality of concrete in construction decreases due to brackish water, causing structural elements in the construction to become porous. Meanwhile, preventive measures are rarely or never taken. As a result, the construction life is very short. Brackish water is one of the causes of structural failure. This is due to the content of sulfate and chloride ions in water containing salt/salts that react with chemical elements in reinforcing steel resulting in corrosion of the reinforcement. The purpose of the study was to analyse the compressive strength of concrete with a mixture of clean water against the percentage of brackish water with a maintenance age of 7, 14, 21, and 28 days. The results showed that brackish water had an impact on reducing the compressive strength of concrete due to the high chemical content in brackish water such as Sulfate (SO²¯) of 52.5 in brackish water in Kenjeran and 62.5 in brackish water in mangrove. Dissolved Solids (TDS) of 15188 mg/l in kenjeran brackish water and 3436 mg/l in mangrove brackish water. Organic Content (KMnO) of 8.05 mg/l in kenjeran brackish water and 6.69 mg/l in mangrove brackish water is too high, so the chemical content contained in brackish water can damage the compounds in the cement content and decrease the strength of the materials contained in the concrete. In this case it can result in concrete having a very low durability.
Pemberdayaan Masyarakat Melalui Sistem Pemasaran Warkop Kopi Kampus (KOKAM) di Universitas Muhammadiyah Parepare Dian Wahyudi; Muhammad Zainal; Dayu Suhardi; M. Jabir M; Adnan Adnan
Harmoni Sosial : Jurnal Pengabdian dan Solidaritas Masyarakat Vol. 1 No. 3 (2024): Harmoni Sosial : Jurnal Pengabdian dan Solidaritas Masyarakat
Publisher : Lembaga Pengembangan Kinerja Dosen

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62383/harmoni.v1i3.320

Abstract

The purpose of this service is to find out how and how much influence the use of the management control system (SPM) and marketing strategies implemented at the Campus Coffee Shop has to improve quality so that it can survive in the competition of similar coffee shop businesses. Marketing development strategy for campus coffee shops (KOKAM). Several approaches that can help coffee shops around campus increase their attractiveness and business success include understanding the target market, strong branding, menu variations, special promotions for students, collaboration with student organizations, a comfortable and instagrammable atmosphere, promotions on Social Media. Conclusion Warkop campus coffee (KOKAM) is growing and attracting more customers, prioritizing the quality of the products sold, warkop is a comfortable place with affordable coffee prices with the aroma and taste of coffee being the main attraction, by creating a variety of different coffee flavors, take advantage of social media platforms to introducing warkop.
Mechanical Behavior of Fiber Strapping Band for Infrastructure Rigid Pavement Adnan, Adnan; Habibie , Habibie; Rahmawati , Rahmawati
Journal of Renewable Engineering Vol. 1 No. 3 (2024): JORE- June
Publisher : Pt. Anagata Sembagi Education

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62872/1jyz2f21

Abstract

The development of science, especially in the field of transportation, especially roads, requires adequate infrastructure in the form of rigid roads or pavements that are in accordance with conditions in the field. This study aims to analyze the addition of fiber strapping band by 0.75%, 1.25%, 1.75% to increase concrete compressive strength, and concrete tensile strength. Research Methods The experiment was conducted in the Civil Engineering laboratory of the University of Muhammadiyah Parepare. The results of the study were 0% (normal), 0.75%, 1.25% and 1.75% on fine aggregates. Testing of 28-day-old concrete on normal concrete amounted to 22.74 Mpa, on 0.75% fiber strapping band concrete amounted to 21.137 Mpa, on 1.25% strapping band fiber concrete amounted to 16.70 Mpa, and on 1.75% strapping band fiber concrete amounted to 17.26 MPa. The results of tensile testing of concrete at the age of 28 days, in normal concrete amounted to 5.889 MPa. For concrete with 0.75% fiber strapping band of 6.111 MPa. For concrete with 1.25% fiber strapping band of 5.556 MPa. For concrete with 1.75% fiber strapping band of 5.778 MPa. The results showed that the use of strapping bands as a substitute for fine aggregate in concrete had a considerable influence so that it experienced an increase in pressure on concrete by a certain percentage. Thus concrete with 0.75% fiber strapping band produces compressive strength plans and is suitable for use for rigid pavement pavement.            
Utilisation Of Clamshells As Aggregate Substitute In Paving Blocks Maulana, Arman; Sulfanita, Andi; Widarto, Hendro; Adnan, Adnan
Journal of Renewable Engineering Vol. 1 No. 4 (2024): JORE - August
Publisher : Pt. Anagata Sembagi Education

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62872/e6c1d864

Abstract

Paving blocks are becoming more popular among consumers because they are environmentally friendly, can save groundwater, are easy to install and maintain, and have many shapes that add aesthetic value. This study aims to determine the difference of shells on the water absorption capacity of paving blocks and the strength of paving blocks. Experiments were conducted at the structure and materials laboratory of Muhammadiyah University of Parepare from August to October 2023 for this research method. The results showed that the water absorption of paving blocks was influenced by the addition of seashells. The water absorption values of the 0%, 5%, 10%, and 25% variations were 1.4 percent, 2 percent, 3.4 percent, and 3.7 percent for the 7-day treatment period; 0.6 percent, 1.7 percent, 2.4 percent, and 3.3 percent for the 14-day treatment period; and 1.3%, 2.8 percent, 3.0 percent, and 4.6 percent for the 28- day treatment period. According to the above results, the more clamshells added, the greater the water absorption. The compressive strength shows that the addition of clamshells affects the compressive strength of block paving. The compressive strength values were 23.841 Mpa, 9.365 Mpa, 21.587 Mpa, and 11.429 Mpa at the 28-day curing age, respectively. The more clamshells added, the lower the compressive strength.
Co-Authors 3Andi miftahuulum A. Miftahul U A. Sulfanita Abd Muis Abd Muis Abd. Muis B Abd. Muis Baharuddin Abdul Azis Abdul Malik Darmin Asri Abdul Muis Abibullah, Abibullah Abubakar, Rusydi Ade Safitri, Ade Adinda, Zulya Aditiawati, Dila Kartika Afidah Tulutfiah, Besse Agustina Ahmad Ahmad Ahmad Akbar Ahmad Ali Aini, Rini Qurratul Ainun, Nur Aisyah Aldi, Suhardi Alfian Reski Saputra Alfiati Syafrina, Alfiati Ali, Sutrisno Nurhadi Alimuddin Ali Amil Ahmad Ilham Amilda, Yenni Amiruddin Amiruddin Andani Achmad Andi Asmawati Azis Andi Bustan Didi Andi Farida Arsal Andi Faridah Arsal Andi Haris, Andi Andi Miftahul Ulum Andi Muhammad Rezky Putra Ardian Andi Sulfanita Andi Yasril Ananta Muliyadi Andika, Andi Nurul Adha Andriyani Andriyani Angela, Michel Angraeni, Andi Tirta Areni, Intan Sari Aris Susanto Aris, Wahyuni Arrijal, Arrijal Arsad Bahri Arwadi, Tri Asdar Asdar Asham Bin Jamaluddin Ashar Bakri Asrar, Muh Aswad, Iqra AswanAswan, Andi Aulia Irzal , Ummul Aulia, Muhammad Ayu, Desti Aziz, Sukirman Bahr, Syamsul Bahri, Halida Baidhawi Baidhawi Bakrim, La Ode Bani Syarif Maula Basriwijaya, Kiagus Muhammad Zain Baya, Nur Bengi, Karnaini Simah Besse Khalidatunnisa Bulan, Dewi Embong Bustamin, Anugrayani C.S , Sintaya Cece, Muh. Anwar Chalirafi, Chalirafi Chandra Wisnu Nugroho Cindy Tarissa, Adinda Damayana, Mita Darmin Darmin, Darmin Dasriana, Wa Ode Dea Zara Avila Desti, Desti Dian Dwi Putri USP Dian Pratiwi Dian Wahyudi dianawati, dianawati Dianti, Irmania Sablia Didit Arfah Tanro Dilla Safdia Djamaluddin, Rudy Dyah Aryani Perwitasari erham, erham Erna, Tati Erwina Erwina, Erwina Eryati, Ristiana Fadillah Yamin, Kurnia Fahmal, Ade Anggraini Faidlul Haqriyadi Fandi Ahmad Fani, Astri Fanora, Tifa Sri Fauzi Fauzi Fhirasyan, Fharan Figur Muhammad Firdaus, Andi Mulawakkan Firman , Firman Firman Firman Firmansyah Firmansyah Firmanto, Taufik FITRI ANA Fitriah Fitriah Gufran, Gufran Haafizah Dania Habibie , Habibie Hadijah Hadijah Hairuddin Hairuddin Hamdan Hamdan Hamdiah Hamdiah Hamka Hamka Hamsyah Hamsyah Hanisah, Hanisah Harahap, Najhan Parluhutan Haris, Nurfajrina Hayatudin, Hayatudin Hendrival Hendrival Hendro Widarto Husin, M Ilham, Diffia Imaduddin, Muhammad Asad Imam Fadly Imran Imran Imtihan, Imtihan Indryastuti Sulaeman, Danty Ingrid Nurtanio Irwan Ramadhan Ritonga Islamia, Mutmainnah Nur Ismail Ismail Isnaini, Lina Iswandi L Iwan Suyatna Jalil.M, Abd. Jamaludin, Adon Nasurullah Jasman Jasman Jeniska, Jeniska Jeti, La Jihadakbar Jihadakbar Juhriati, Juhriati Juhriati, Juhriati juliana, santi Jushermi Jushermi, Jushermi Juwita, Nora Kasim, Nursidah Kaspullah, Kaspullah Khaerurrizal, Khaerurrizal Kurniawati, Riski Kurniawati, Rizki Kusumaningrum , Widya Kusumaningrum, Widya Leonard Maramis M Aldi Muhtaibillah A M Yamin M. Arifin M. Jabir M M. Uliah S M. Yamin, M. Yamin M.yamin, M. Yamin Mahbengi, Sinta Gusti Mahdaniar, Mahdaniar Marindah Wardhani, Tyanita Puti Marindah, Tyanita Puti Marwah Marwah Marwansyah, Marwansyah Marzukah, Marzukah Mastorat Mastorat Maulana, Arman Merdekawaty, Ana Mirsandy Mirsandy Misbahuddin Misbahuddin Mithahul ulum Mohamad, Pandi Mokobombang, Novy Nur R A Mubarak, Abdul Muchlis Efendi Muchlis Muchlis Muh Fitrah, Muh Muh. Alief Fahdal Imran Oemar Muh. Alim Muh. Arifin Muh. Faridh Wajeni R Muh. Fiqruddin Muh. Hajir Ahmad Muh. Jabir M3 Muh. Nashir. T Muh. Yusuf Muhammad Fahreyza Latanro Muhammad Ilham Tahir Muhammad Irhas, Muhammad Muhammad Isrul Muhammad Muaz Munauwar Muhammad Niswar Muhammad Zain Basriwijaya, Kiagus Muhiddin Palennari Mujahid Damopolii Mujahid Damopolii Muliana GH Mulyana Mulyana Munawaroh, Desy Munir Munir, Munir Mushawwir Taiyeb Mustakim Mustakim Mustakim Mustakim Musyfirah, Kamtina Nasrullah Nasrullah Nazar Husain Hadi Pranata Wibawa Ningsih, Suci Rahayu Nisa, A. Khaeru Noorsheha, Noorsheha Norizam Azmi Novia, Rani Nur Hikmah Nur Inayah Nurdin, Arliyanti Nurfadilah Nurfadilah Nurhairunnisah, Nurhairunnisah Nurhayati Nurhayati Nurihandayani Nurihandayani Nurlinda Nurlinda, Nurlinda Ode Dasriana, Wa Oktobianti, Andi Anisa Palenneri, Muhiddin Pandi Mohamad Panennungi, Paewa Paputungan, Mohammad Sumiran Parung, Herman Paundu, Ady Wahyudi Pepliani, Fera Putrina, Putrina Rachman Saleh Rahayu Rahayu Rahma Sya’bani M, Nurhusni Rahmad Rahmad Rahman, Mohammad Taufiq Rahmat Rahmatia, Sri Rahmawati , Rahmawati Rahmawati Rahmawati Rahmawati, Rahmi Ramadhan, Masri Ramdhayani, Eryuni Renaldi Renaldi Reski, Fiska Indah Risky Ridha Riza Juanda, Boy Rofi, Rofi Rosma Ely, Rosma Rosmaiti, Rosmaiti Rosmalah Rosmalah, Rosmalah Rudi Salam Sinaga, Rudi Salam Rusvita Rusvita S.E., M.S.M., Sabri, Sabri Sabri Sadriani, Andi Sagaf, Umar Sakmiana, Andi Fitri Saleh, Andi Rahmat Saleh, Rachman Samsuddin Samsuddin Sanusi, Gufran Sari, Sapira Sati, Nyan Sembiring, Rinawati Siti Maimunah SITI MARYAM Siti Misra Susanti Siti Nurain Solihin Solihin Somalia, Somalia St. Nurjannah Jamain Suaib Syaifullah Suciyanti, Suciyanti Sudirman, Indrianty Sugiarto, Sri Suhardi Aldi Suhardi, Dayu Suhendra, Riadi Sulaiman Sulaiman Sulfanita, Andi Suliman, Suliman Suriadi Suriadi Suryana, Irma Suryani, Andi Irma Suyatna , Iwan Syafruddin, Sayafruddin Syahidin Syahidin, Syahidin Syahputra, Masadjie Syamsiah, Syamsiah Syamsuddin Syamsuddin Syamsul Bahri Syariana, Syariana Syukri Syukri T. Edyansyah, T. Edyansyah Takdir Takdir, Takdir Takndare, Maria Margaretha Terunenan Tarno Tarno Teuku Zulkarnaen Tjaronge, M. W. Triyo Supriyatno Uri, Nawarni La V Safitri Viola, Viola Virti, Salsabila Julia Wakkang, Hamka Wardi Wardi Widarto, Hendro Wiwik Handayani Wiwik, Wiwik Woro Supadmi Yamin, Kurnia Fadillah Yaumil, Iis Yohannes, Christoforus Yuli Rachmawati Yuniara, Ridha Zahir Zainuddin Zainudin, Zainudin - Zulhilmi, Zulhilmi Zulkifli Tahir Zurian Anhar