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Khairul Amri
Jurusan Teknik Elektro, Fakultas Teknik, Universitas Syiah Kuala
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The Effect of Gender Empowerment and Women's Income on Poverty in Indonesia: Economic Growth as a Moderating Variable Mahzanallah, M.; Amri, Khairul; Fitri , Cut Dian
Golden Ratio of Data in Summary Vol. 5 No. 3 (2025): May - July
Publisher : Manunggal Halim Jaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52970/grdis.v5i3.1310

Abstract

The results show that gender empowerment positively influences poverty, although it is not statistically significant. Meanwhile, women's income has a negative and significant effect on the poverty rate, which means that the higher the contribution of women's income in the household, the lower the poverty rate. In addition, economic growth also has an adverse effect on poverty, which indicates that an increase in a region's economy contributes to reducing poverty. However, in the moderation analysis, economic growth does not significantly strengthen or weaken the relationship between gender empowerment and women's income and poverty. These findings provide insights for the government in designing more effective poverty alleviation policies by considering gender empowerment and increasing women's income.
ANALISIS DEBIT PUNCAK DENGAN PENDEKATAN METODE HIDROGRAF SATUAN SINTETIS ITB2 DAN HEC-RAS 5.0.7 PADA DAS AIR MANNA BAGIAN HILIR Amri, Khairul; Afrizal, Yuzuar; Riko, Riko
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol. 9 No. 1 (2021): RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37971/radial.v9i1.215

Abstract

Abstrak: Analisis Debit Puncak Dengan Pendekatan Metode Hidrograf Satuan Sintetis ITB2 Dan Hec Ras 5.0.7 Pada Das Air Manna Bagian Hilir. Tujuan dari penelitian ini adalah menganalisis debit puncak Das Air Manna Bagian Hilir dan menganalisis titik lokasi yang akan melimpas berpotensi banjir menggunakan software HEC-RAS versi 5.0.7. Penelitian ini menggunakan data sekunder berupa curah hujan harian selama 10 tahun dari 3 stasiun hujan. Metode yang digunakan untuk menentukan debit puncak adalah menggunakan pendekatan metode Hidrograf Satuan Sintetis (HSS) ITB 2 yang kemudian diintegrasikan kedalam program HEC-RAS versi 5.0.7. Hasil penelitian ini menunjukkan debit puncak pada daerah aliran sungai Air Manna sangat tinggi dibandingkan dengan fakta yang ada dilapangan sehingga perlu dilakukan penelitian ulang dengan titik tinjauan yang lebih banyak. Berdasarkan hasil analisis dari program HEC-RAS didapat bahwa Sungai Air Manna Bagian Hilir sudah tidak mampu menampung debit banjir, daerah potensi banjir terjadi disepanjang STA 5770 (Desa Batu Kuning) sampai ke STA 0 (Desa Ketaping). Kata kunci : Debit puncak, HSS ITB 2, HEC-RAS 5.0.7, DAS Air Manna, Banjir Abstract: Analysis Of Peak Discharge Using Synthetic Units Hydrograph ITB 2 (HSS-ITB 2) And Hec-Ras 5.0.7 At Downstream Watershed Air Manna. The research aims to analyze the peak discharge (Maximum) of Air Manna’s DAS Downstream and the location points that it will potentially overflow. This research used HEC-RAS program with version 5.0.7. The research’s Secondary data is in the form of daily rainfall for 10 years from 3 rain stations. The method used to determine the peak discharge was using the ITB 2 Synthetic Unit Hydrograph (HSS) method which was then integrated into the HEC-RAS progam with version 5.0.7. The results showed top of flow on stream Manna river is very high than by the fact in the field, so need to do repetitive research in more spot of river. Based on the results of the analysis of the HEC-RAS program, it was found that the Air Manna River Downstream was unable to accommodate the flood discharge, the potential flood areas occurred along STA 5770 (Batu Kuning Village) to STA 0 (Ketaping Village). Keywords: Peak discharge, HSS ITB 2, HEC-RAS 5.0.7, DAS Air Manna Downstream, Flood
PREDIKSI PERUBAHAN GARIS PANTAI BENGKULU (STUDI KASUS PANTAI ZAKAT KOTA BENGKULU) Maulana, Fadli Arif; Amri, Khairul; Besperi, Besperi
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol. 9 No. 1 (2021): RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37971/radial.v9i1.216

Abstract

Abstrak: Prediksi Perubahan Garis Pantai Bengkulu (Studi Kasus Pantai Zakat Kota Bengkulu). Kota Bengkulu merupakan daerah pantai yang berpotensi menjadi objek wisata salah satunya Pantai Zakat yang akan menjadi lokasi penelitian. Penelitian ini dimulai pada koordinat 3°47’4,71” Lintang Selatan - 102°15’26,88” Bujur Timur sampai dengan 3°46’38,52” Lintang Selatan - 102°15’43” Bujur Timur bertujuan untuk mengetahui proses perubahan garis pantai, dan proses sedimentasi-abrasi di pantai Zakat Kota Bengkulu. Penelitian ini memprediksi perubahan garis pantai 5 tahun. Prediksi perubahan garis pantai didekati dengan pendekatan model dengan GENESIS (Generalized Model for Simulating Shoreline Change). Hasil penelitian menunjukkan dalam kurun waktu 5 tahun (2020-2025) mengalami abrasi sebesar 2,823 m dan sedimentasi sebesar 1,677 m. Dengan demikian pantai Zakat Kota Bengkulu dalam kurun waktu 5 tahun akan mengalami sedimentasi dan abrasi. Kata kunci : Perubahan Garis Pantai, Sedimentasi, Abrasi, GENESIS Abstract: Prediction of Changes in Bengkulu Beach Line (Case Study Zakat Beach City of Bengkulu City). Bengkulu City is a coastal area that has the potential to become a tourist attraction, one of which is Zakat Beach which will be the study location. This study begins at coordinates 3°47'4,71" S 102°15'26,88" E to 3°46'38,52" S, 102°15'43" E to conducted to find out the process of shoreline change, and the process of sedimentation-abrasion at the Zakat beach of Bengkulu City. This study predicts the shoreline changes over the next 5years. The prediction of shoreline changes is approached with GENESIS (Generalized Model for Simulating Shoreline Change) approach model. The results showed within 5 years (2020-2025) the shoreline will experience abrasion of 2.823 m and sedimentation of 1,677 m. Thus Zakat beach of Bengkulu city in period 5 years will experience abrasion and sedimentation. Key words: Shoreline Change, Sedimentation, Abrasion, GENESIS
ANALISIS DAN PERENCANAAN ULANG SALURAN DRAINASE DI KELURAHAN BUMI AYU KOTA BENGKULU (STUDI KASUS PERUMAHAN BUMI AYU RESIDENCE) Elvandani, Yogi; Amri, Khairul; Mase, Lindung Zalbuin
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol. 9 No. 2 (2021): RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37971/radial.v9i2.235

Abstract

Abstrak: ANALISIS DAN PERENCANAAN ULANG SALURAN DRAINASE DI KELURAHAN BUMI AYU KOTA BENGKULU (STUDI KASUS PERUMAHAN BUMI AYU RESIDENCE) Penelitian ini bertujuan menganalisis dan mengevaluasi saluran drainase, banjir dan genangan air serta mendesain ulang saluran drainase di Perumahan Bumi Ayu Residence. Metode yang digunakan untuk membuat sistem jaringan drainase dengan permodelan EPA SWMM 5.1, dimana parameter sistem jaringan drainase dimasukan ke dalam model yang terdiri dari subcatchment, nodes junction, conduit, dan outfall nodes. Semua parameter nilai didapat dari pengukuran lapangan dan pengolahan curah hujan rencana. Hasil running simulasi EPA SWMM 5.1 dengan menggunakan curah hujan rencana periode 2 tahun sebesar 139,133 m3/detik, curah hujan rencana periode 5 tahun sebesar 189,117 m3/detik menunjukan saluran sekunder C14 dan C16 mengalami luapan banjir, curah hujan rencana periode 10 tahun sebesar 222,206 m3/detik menunjukan saluran sekunder C10, C14 dan C16 mengalami luapan banjir , dan curah hujan rencana periode 25 tahun sebesar 264,028 m3 / detik menunjukkan saluran sekunder C2, C4, C6, C8, C10, C12, C14, C16 dan C18, sedangkan pada saluran tersier C28 yang mengalami luapan banjir. Kata kunci:EPA SWMM 5.1; kapasitas saluran; limpasan; sistem saluran drainase; subcatchment Abstract: ANALYSYS AND REPLAN THE DRAINAGE CHANNELIN BUMI AYU BENGKULU CITY(A CASE STUDY OF BUMI AYU RESIDENCE HOUSING) This study aims to analyze and calculate the dimensions of drainage, flooding and air inundation as well as redesigning channels. The method of drainage network system EPA SWMM 5.1 is carried out into a model consisting of subcatchment, intersection nodes, channels, and outfall nodes. All parameter values obtained from measurements and measurements of rainfall plans. The results of running the EPA SWMM 5.1 simulation using the 2-year planned rainfall of 139.133 m3/second, the 5-year planned rainfall of 189.117 m3/second shows that the secondary channels C14 and C16 are experiencing flooding, the planned rainfall for the 10-year period is 222.206 m3/second shows that the secondary channels C10, C14 and C16 experience flooding, and the planned rainfall for a 25-year period of 264.028 m3/second indicates the secondary channels C2, C4, C6, C8, C10, C12, C14, C16 and C18, while on the C28 tertiary channel which experienced flooding Keywords:EPA SWMM 5.1; channel capacity; runoff; drainage system; subcatchment
ANALISIS LAJU ANGKUTAN SEDIMEN DI SUNGAI LUAS BENGKULU DENGAN MENGGUNAKAN METODE SHEN HUNGS DAN ENGELUND HANSEN Amri, Khairul
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol. 10 No. 1 (2022): RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37971/radial.v10i1.239

Abstract

Abstrak : Analisis Laju Angkutan Sedimen di Sungai Luas Bengkulu Dengan Menggunakan Metode Shen Hungs Dan Engelund Hansen. Sungai Luas yang berada di Provinsi Bengkulu mengalami permasalahan sedimentasi pada alur sungai sehingga alur sungai menjadi rusak dan terjadi pendangkalan yang mengakibatkan sering terjadi banjir, dimana sungai tersebut tidak mampu menampung air hujan yang ada. Selain itu, delta delta di hilir sungai yang membentuk pulau-pulau kecil. Tujuan dari penelitian ini adalah untuk mengetahui besarnya laju angkutan sedimen yang terjadi di Sungai Air Luas. Metode yang digunakan untuk menghitung besarnya laju transpor sedimen adalah Metode Shen Hungs dan Engelund Hansen. Hasil pengukuran di lapangan rata-rata lebar sungai bisa 67,5 meter dan kedalaman 0,45 meter, debit 56,9 m3/detik. Hasil perhitungan dengan menggunakan metode Shen dan Hungs, diperoleh laju sedimen sebesar 1.742.040 ton/tahun dan. Sedangkan Metode Engelund dan Hansen menghasilkan laju angkutan sedimen sebesar 1.643.760 ton/tahun. Kesimpulan dari penelitian ini menunjukkan bahwa laju transpor sedimentasi di Sungai Air Luas terjadi secara terus menerus akibat rusaknya DAS bagian hulu yang menyebabkan terjadinya erosi dan sedimentasi di alur sungai. Sedimentasi yang ada menyebabkan alur sungai menjadi dangkal dan sering terjadi banjir. Untuk itu diperlukan pengelolaan DAS dan pengerukan sedimen secara terpadu secara berkala agar tidak mengganggu aliran air yang terjadi di air Sungai Luas, Bengkulu. Abstract : The Analysis Of Sediment Transport Rate In Luas River of Bengkulu by Using Shen Hungs And Engelund Hansen Methods. The River of Luasis located in Bengkulu Province, which experiences problems with sedimentation in the river channel so that the river channel becomes damaged and siltation occurs, which results in frequent flooding, where the river cannot accommodate existing rainwater. In addition, the delta delta in the lower reaches of the river that forms small islands. The purpose of this study is to determine the magnitude of sediment transport rates that occur in the Air Broad River. The method used to calculate the amount of sediment transport rate is the Shen Hungs and Engelund Hansen Method. The results of field measurements in the average width of the river can be 67.5 meters and a depth of 0.45 meters, a discharge of 56.9 m3 / sec. The results of calculations using the Shen and Hungs method, obtained sediment rate of 1.742,040 tons / year and. Whereas the Engelund and Hansen Method produces sediment transport rates of 1.643,760 tons / year. The conclusion of this study shows that the rate of sedimentation transport in the Air Luas River occurs continuously due to damage to the upstream watershed which causes erosion and sedimentation in the river channel. Existing sedimentation causes the river channel to become shallow and frequent flooding. for this reason, integrated management of watersheds and sediment dredging is needed regularly so as not to disrupt the flow of water that occurs in the River water of Luas, Bengkulu.
KEKUATAN HUKUM KETERANGAN AHLI KEDOKTERAN FORENSIK DALAM TINDAK PIDANA PEMBUNUHAN BAYI (Kajian Terhadap Perkara Nomor 114/Pid.B/2022/PN Bir) Amri, Khairul; Zulfan, Zulfan; Akli, Zul
Jurnal Ilmiah Mahasiswa Fakultas Hukum Universitas Malikussaleh Vol. 8 No. 3 (2025): (Agustus)
Publisher : Fakultas Hukum Universitas Malikussaleh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/jimfh.v8i3.22928

Abstract

Kasus pembunuhan bayi dalam Putusan Nomor 114/Pid.B/2022/PN Bir menyoroti ketidaksesuaian antara idealnya penggunaan keterangan ahli forensik sebagai alat bukti utama dan praktik di lapangan yang kerap mengabaikannya. Padahal, menurut Pasal 184 ayat (1) dan Pasal 133 ayat (1) KUHAP, visum et repertum memiliki kedudukan hukum yang sah dan wajib dalam perkara kematian. Penelitian ini bertujuan untuk menganalisis pentingnya keterangan ahli kedokteran forensik dalam mengungkap fakta hukum serta kedudukannya dalam sistem pembuktian pidana. Metode penelitian yang digunakan adalah yuridis normatif dengan pendekatan studi dokumen dan analisis data kualitatif. Hasil penelitian menunjukkan bahwa visum et repertum dari dua dokter forensik menjadi bukti kunci yang menunjukkan bayi lahir hidup sebelum dibunuh, sehingga memperkuat unsur pidana yang dituduhkan kepada terdakwa. Kebaruan dari penelitian ini terletak pada penekanan terhadap visum sebagai alat bukti utama, bukan pelengkap, terutama dalam kasus pembunuhan bayi yang minim saksi. Penelitian menyimpulkan bahwa visum et repertum sangat menentukan terpenuhinya unsur pembuktian dalam perkara pidana serta memperkuat keyakinan hakim untuk menjatuhkan vonis. Disarankan agar penyidik dan hakim lebih mengutamakan keterangan ahli forensik secara profesional dan konsisten guna menjamin keadilan substantif dalam perkara pidana.
The Effectiveness of the Waste Bank Program through a Community Participation Approach: A Review of the Literature Amri, Khairul; Adifa, Fitri
Journal of Law, Politic and Humanities Vol. 3 No. 1 (2022): (JLPH) Journal of Law, Politic and Humanities (November 2022)
Publisher : Dinasti Research

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.38035/jlph.v3i1.2378

Abstract

The escalating waste problem in various regions of Indonesia highlights the need for a waste management approach that not only relies on government policies but also emphasizes active community involvement. The waste bank program has emerged as a strategic alternative and has been widely implemented. However, despite its widespread application, the success rate of waste banks remains varied, primarily due to fluctuating levels of public participation. This study aims to analyze the effectiveness of waste bank programs through a community participation approach, identify key challenges, and formulate strategies to enhance program effectiveness based on a literature review. The method employed is a qualitative literature study of ten relevant academic articles. The findings show that the effectiveness of waste banks is influenced by active community participation, managerial capacity, policy support, and multi-stakeholder collaboration. These findings indicate that the success of waste banks depends not only on economic incentives, but also on environmental literacy and community leadership in fostering public awareness to care for the environment.
Evaluation of Liquefaction Hazard in the West Coastal Area of Bengkulu City Due to Megathrust Earthquake Valetta, Fitria Leonni; Mase, Lindung Zalbuin; Amri, Khairul; Misliniyati, Rena; Hardiansyah, Hardiansyah
Jurnal Pendidikan Fisika dan Teknologi (JPFT) Vol 11 No 1a (2025): Special Issue
Publisher : Department of Physics Education, Universitas Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/jpft.v11i1a.9070

Abstract

This study analyzes the liquefaction potential in the coastal area of Bengkulu due to the large subduction earthquake in 2007. The study was conducted systematically, beginning with field investigations with shear wave velocity measurements. Spectral matching and ground motion prediction based on relative attenuation models were conducted to obtain a representative picture of ground motion at the study site. Subsequently, soil response analysis was used to evaluate the behaviour of the soil under seismic loading. A non-linear finite element approach was applied to assess the dynamic characteristics of the soil, including excess pore water pressure, shear stress-strain response, and stress path. In addition, an empirical evaluation was conducted to determine the liquefaction potential. The results show that liquefaction has the potential to occur at shallow depths, especially in the first and second layers of the sand layer. The results of numerical and empirical analyses show consistent patterns and agreement. The comparison between the excess pore pressure ratio and the safety factor aligns with the findings from previous studies. These findings emphasise the importance of implementing seismic hazard mitigation measures in the study area.
THE INFLUENCE OF RELIGIOSITY, RISK PERCEPTION, AND MOTIVATION ON STOCK AND CRYPTO INVESTMENT INTEREST IN BANDA ACEH WITH UNDERSTANDING AS A MODERATING VARIABLE Naharudi, Izul; Ibrahim, Azharsyah; Amri, Khairul
Journal of Sharia Economics Vol. 6 No. 2 (2025): Islamic Finance
Publisher : Program Studi Magister Ekonomi Syariah UIN Ar-Raniry

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22373/jose.v6i2.7486

Abstract

Public interest in investment, particularly in stocks and cryptocurrencies, remains relatively low compared to Indonesia's large population. However, these two instruments have attractive profit potential. Therefore, this study aims to analyze the influence of religiosity, risk perception, and motivation on investment interest in stocks and crypto in Banda Aceh, with understanding as a moderating variable. This study employs a quantitative approach using a survey method involving Banda Aceh residents as respondents. Data was collected through questionnaires and analyzed using a moderation regression technique with the assistance of Smart-PLS 4. The results indicate that religiosity does not positively affect investment interest in stocks and crypto, with a t-statistic value of (0.880) < 1.96 and a p-value of (0.379) > 0.05. In contrast, risk perception has been proven to have a positive effect, with a t-statistic value of (2.711) > 1.96 and a p-value of (0.007) < 0.05. Additionally, motivation also positively influences investment interest, with a t-statistic value of (5.484) > 1.96 and a p-value of (0.000) < 0.05. Furthermore, the understanding variable does not moderate the relationship between religiosity and investment interest. However, understanding is proven to moderate the relationship between risk perception and motivation with investment interest, where individuals with better understanding tend to have higher investment interest. These findings imply that increasing investment interest in society requires broader education on investment, especially regarding risk management and long-term benefits. Additionally, the development of the Islamic capital market and clearer regulations for crypto assets can serve as supporting factors for increasing investment participation in Banda Aceh. Keywords: Religiosity, Risk Perception, Motivation, Investment Interest, Understanding.
The Effect of Cross-Sectional Shape of Pile Foundation on the Bearing Capacity and Settlement for the Kobema Bengkulu SPAM Filter Building Ibtisamah, Athiyyah Meisu; Misliniyati, Rena; Amri, Khairul; Fikri, Muharram Nur; Supriani, Fepy
Rekayasa Sipil Vol. 19 No. 3 (2025): Rekayasa Sipil Vol. 19 No. 3
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2025.019.03.13

Abstract

This study aims to investigate the impact of dimensional variations on the bearing capacity and settlement of filter buildings in the Benteng Kobema Bengkulu Regional Drinking Water Supply System (SPAM), which has a capacity of 380 L/second and plays a crucial role in providing clean water to the community. Given the potential risk of the Mentawai Pagai Megathrust subduction earthquake, it is necessary to evaluate the bearing capacity and settlement of building foundations. Based on the results of the Standard Penetration Test (SPT), the effect of variations on bearing capacity and settlement can be determined using two types of pile cross-sections, namely square and circular, accompanied by differences in pile cross-section dimensions, namely 300 mm, 400 mm, 500 mm, and depths of 7 m, 9 m, 11 m, and 13 m. The comparison is based on the bearing capacity of the foundation and the settlement of the pile foundation for the filter building of the SPAM Kobema Bengkulu project, using several methods: Poulos and Davis, Reese and Wright, Luciano Decourt, and the Finite Element Method. The smallest settlement is obtained by comparing the total settlement with the allowable settlement, which is 10% of the diameter. The test results show that the bearing capacity, deflection magnitude, and smallest settlement are below the permissible settlement limit, which is less than 10% of the foundation dimensions. The comparison between the static and numerical methods, or the Bearing Capacity Ratio (BCR), is closer to 1, indicating a more efficient and safer approach. In this analysis, a BCR value approaching one was obtained for a square-section foundation with a size of 500 mm, using the Reese and Wright method at a depth of 9 m. This yielded a bearing capacity of 312.04 tons for a single pile and 207.69 tons for a group of piles.
Co-Authors . Zulfan AA Sudharmawan, AA Abda Abda Abdul Sadad Abdus Salam, Abdus Abidin, Syahrul Abubakar Abubakar Ade Kurniawan Adianto Adianto adifa, Fitri Adilah, Fitri Afriyanni Afrizal, Yuzuar AGUS AGUS Ahmad Faizal Ahmad Syukron Ahmad, Fahdatul Akbar Tahir, Akbar Alif Yanuar Zukmadini Aliza, Ida Ambo-Rappe, Rohani Amran Saru Ananda, Wilya Andriani, Ulfa Andriyanto Andriyanto Anggraini, Giovanny Dhebby Anma Hari Kusuma, Anma Hari Ar-ridhaty Akita, Erliantina Ari Purbayanto Aris Budiarto Armi, Nur Khairunisa Arrasyd, Harun Asep Priatna Asmaryadi Asmaryadi Astri Wulandari Azharsyah Ibrahim Azimah Dianah ‎Hardiansyah, Hardiansyah Banda Selamat, Muhammad Besperi Besperi, Besperi Budi Nugraha, Budi Candra, Delfika Chaiyaput, Salisa Chalisa, Devia Cut Dian Fitri Dahlan Dahlan darwis darwis, darwis Dealova, Rangga Wahyu Dedi Setiawan DELA, VITRIA LARSEMAN Dewi Puspita Sari Dhanty Kirana, Virgie Dian Armanto Dian Wahyu Djalil, Abd. Rasyid Dody Priosambodo Domu Simbolon Edy Surya Ega Yulita Sari, Ega Yulita Elvandani, Yogi Erlianda, Tiara FA, A. Sofwan Faaris, Said M Fadhlurrahman, Al Haqqi Fahira, Cut Elsa Fahrezi, Zhehan Fakhrur Rozi, Fakhrur Fauzi Ahmad Muda Febrianti Febrianti Fenny Roshayanti Fikri, Muharram Nur Fitri , Cut Dian Fitri, Eka Fitri, Fatimah FRINI KARINA ANDINI Gaho, Rita Safrianti Geovani Meiwanda Gevisioner Gita Aprilia Gunawan, Agustin Gusta Gunawan Guswandri, Guswandri Hafidhah Hafidhah Hafisoh, Muainah Hafni, Ferdi Nanda Handry Perdana Hanif Hanif Hanum OK, Azizah Harapan Tua R. F. S Hardiansyah Hardiansyah Hardiansyah Hari Priyadi Hasdi Aimon Hawari, Aqil Hendri Hestiawan Henry Munandar Manik Herawati Parapat, Lili Herdiana, Dian Herman Nirwana Hestirianoto, Totok Hidayat, Fahmi Taupik Hidayat, Thomas Husal, Siddiq Husaini Husein Husein Husein, Nabilah I. Ismail, I. Ibrahim, Zaky Majid Ibtisamah, Athiyyah Meisu Ichram, Wahyu Ikhsan Ikhsan Ilham Jaya Inayah Yasir indah Indah Sandra Dewi Indah Sari Ishak, Safrizal Ismail Rahmad Daulay, Ismail Rahmad Ivana, Nurdila J, Jaenudin Jariah Abu Bakar Jonson Lumban Gaol Juliani, Tiya Junaidi Arsyad, Junaidi Karila, Nurul Khalis, Nur Khofiva, Patma Kusumaningrum, Mira Esti La Nafie, Yayu A La Nafie, Yayu A. Lathifah Hanum, Lathifah Latifa Hanum Laylan Syafina Lindung Zalbuin Mase, Lindung Zalbuin Lukman Irfan, Lukman M. Akbar AS, M. Akbar M. Fadli Ma'mun, Asep Maharani Ritonga Maharani, Zakia Mahatma Lanuru Mahzanallah, M. Marbun, Anna Mica Mardi Mardi Mario Limbong Martin, Roy Marzuki Ukkas, Marzuki Marzuki, Refnal Massa, Yusran Nurdin Maulana, Fadli Arif Maulida Yani, Nanda Maulidan, Arsyi Dafa Mauloeddin Afna, Mauloeddin Ma’mun, Asep Melani Indah Sari Manik Mercy Patanda Mhd Yavishan Novinda Mira Yulianti, Mira Misliniyati, Rena Muchlis, Nur’Ainun Muchlizar, Muchlizar Muh. Darwis Muh. Hatta Muhammad Arifin Muhammad Banda Selamat Muhammad Faishal Muhammad Farid Muhammad Maulana Muhammad Nurul Wathani, Lalu MUHAMMAD TAUFIK Muhammad Wali, Muhammad Muhammad Yasir Yusuf Muhammad Zulhilmi Mushlihah, Hidayah Muslim, M. Zainuddin Mustafa Kamal Nadiarti Nurdin, Nadiarti Naharudi, Izul Nasir Nataja, Saufa Yarda Nazar, nazar-19 Ningsih, Diana Surya Nirvana, Aura Nofriadi Nofriadi Nor Mita Ika Saputri, Nor Mita Ika Noviantika, Mega Nur Laila Meilani Nurdin, Nurjannah Nurita, Riau Nurjannah Nurdin Nurlaila Nurmawati Nurmawati Nurul Fadhilah Nurul Iman Supardi Nurul Mustaqimmah, Nurul Nuryani Rustaman Panjaitan, Cheri Julida Paulangan, Yunus Pradana, Deo Pranata, Andhika Prasetiawan, Agung Pratiwi, Puji Priani, Anggela Agus Pulungan, Husniah Ramadhani Pulungan, Intan Safitri Purnomo, Desri Naya Dewi Putra, Apriza Hongko Putra, Indra Mardeni Putri, Melly Zuhadjar Putri, Thania Alfathya Qadar Hasani R, Nofriyandi R. Rusli Rachmi Meutia Rahayu, Aditta Setio Rahmadani, Jalwa Suci Rahmadi Tambaru Rahman, Nopijal Rizki Rahmat Huda Rahmat, Enjah Ramadhan, Muhammad Hakim Ramadhana, Muhammad Raja Muda Ramadhani, Rezky Wulan Ratna Mulhimah, Baiq Refrizon Refrizon Reizky Maharani Restiangsih, Yoke Hani Rezaldi, Muammar Riena F Telussa Riko Riko Rina Desiana Rino Sukma Risky Arya Putri Rismaini, Rismaini Ristanti Pane, Aina Riyaldi, M. Haris Rizka, Muliana Rizkei Kurniawan Rochman, Syaiful Roza Yusfiandayani S. Sugiharto Sabillah, Lintang Asri Safira, Leni Sakinah, Nurul Saleh, Amrullah Salisah, Fadiah Anggi Samawi, Muh. Farid Sari, Dila Puspita Silamon, Muhammad Alfan Sir Anderson Siregar, M Hafiz Siregar, Nur Azizah Siregar, Ryan Wahyudi Sormin, Nurhidayati Sri Rosmiati Sani Sukatno Sukatno, Sukatno Supriadi - Supriani, Fepy Suratingsih, Suratingsih Surya Darma Syafiuddin Syafiuddin Syahniar Syahniar Syahrin, Win Alfi Syahrul Purnawan Syahrul R, Syahrul Syahrul, Muh. Syamsul Rizal Syaputra, Adi Syarfina Syarfina Tamaulina Br Sembiring Taufik Ramlan amalis Tazkiya Lubis, Indina Tobing, Renatha Lumban Ubaidillah, Jainul Udik Budi Wibowo Uswatun Hasanah Valetta, Fitria Leonni Veryawan, Veryawan Wahyuni, Efri Yati, Hidayati Yoki Afriandy Rangkuti Yovan Witanto Yuandita, Defina Yulia Fitriani, Yulia Zul Akli Zulfitri Zulfitri, Zulfitri Zuliantoni, Zuliantoni Zulkarnaini Zulkarnaini