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All Journal Inersia : Jurnal Teknik Sipil dan Arsitektur Jurnal Ilmiah Desain & Konstruksi Jurnal Teknik Sipil PROSIDING SEMINAR NASIONAL CENDEKIAWAN Jurnal Ilmiah Universitas Batanghari Jambi Syntax Literate: Jurnal Ilmiah Indonesia JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Astonjadro Media Ilmiah Teknik Sipil JURNAL SUMBER DAYA AIR Jurnal Infrastruktur Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Journal of Sustainable Civil Engineering (JOSCE) Menara: Jurnal Teknik Sipil jurnal syntax admiration Jurnal Komposit : Jurnal Ilmu-Ilmu Teknik Sipil NUCLEUS: Jurnal Sains dan Teknologi Journal La Multiapp International Journal of Engagement and Empowerment (IJE2) JURNAL ILMIAH GLOBAL EDUCATION International Journal of Multidisciplinary Research and Literature (IJOMRAL) Jurnal Talenta Sipil Jurnal Cakrawala Ilmiah Jurnal Konstruksi Jurnal Arsitektur Jurnal Insinyur Profesional Journal of Comprehensive Science Indonesian Journal of Construction Engineering and Sustainable Development International Journal of Civil Engineering and Infrastructure (IJCEI) De`Teksi : Jurnal Teknik Sipil Advance Sustainable Science, Engineering and Technology (ASSET) Journal of Moeslim Research Technik Jurihum
Pio Ranap Tua Naibaho
Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tama Jagakarsa.
Aerospace Engineering Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Physics Public Health Social Sciences Transportation Other

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The Influence of Material Control Systems on Remaining Materials in Structural Work Riadi, Joan; Azhar, Moh.; Naibaho, Pio Ranap Tua
Journal La Multiapp Vol. 6 No. 5 (2025): Journal La Multiapp
Publisher : Newinera Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37899/journallamultiapp.v6i5.2369

Abstract

Digital transformation has increased operational efficiency infrastructure critical, but at the same time also open new loophole against attack increasingly complex and destructive cyberspace. This study aims to identify spectrum threat cyber targeting infrastructure critical, analyzing vulnerability accompanying systemic, as well evaluate strategy multi-level protection used in mitigation risk cyber. Using approach qualitative through review methods systematically, this study examines 20 primary sources in the form of scientific journals, policy reports, and studies. case international published 2015–2024. The research results revealed that threats such as ransomware, Advanced Persistent Threats (APT), attacks AI -based, and zero-day exploits are becoming a form of attack dominant, with energy, health, and communications sectors as the main targets. Vulnerabilities systemic found in aspects of old technology that is not updated, governance weaknesse, as well as low awareness cyber at the level operational. Strategy effective protection nature layered, including perimeter security, access management, data encryption, training awareness, to response incidents and system recovery. This study recommends integration strategy adaptive, data -based protection risk, and supported by policies strong national to strengthen resilience cyber sector infrastructure critical.
Analisis Perhitungan Rancangan Bangunan Gudang (Studi Kasus: Gudang Konsolidasi Block C.05 SBU Marunda – Jakarta) (In Press) S, Daniel; Tua Naibaho, Pio Ranap; Sembiring, Kristina
Menara: Jurnal Teknik Sipil Vol. 21 No. 1 (2026): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v21i1.56496

Abstract

Dalam perencanaan pembangunan bangunan harus melalui tahapan-tahapan tertentu seperti, pemilihan material, besi baja, beton, kayu. Material baja umumnya digunakan sebagai tiang penyangga utama yang biasa disebut kolom dan balok. Penggunaan struktur baja pada sebuah bangunan saat ini sedang banyak diminati oleh berbagai konsumen, terlebih pada pembangunan gudang. Penelitian ini akan menganalisis pemodelan struktur Gudang Konsolidasi Marunda Jakarta menggunakan software ETABS v.21 dan secara manual mengecek gaya dalam yang bekerja untuk mengetahui kapasitas pada bagian yang ditinjau yaitu kolom baja profil HB- 350.350.12.19 dan balok baja profil IWF-250.125.6.9 sesuai SNI 1726:2019, SNI 1727:2020, SNI 1729:2020, dan SNI 2847:2019. Dari hasil analisa didapatkan kolom HB-350.350.12.19, tidak melebihi nilai kekuatan nominal yang artinya profil aman. Dimana ϕMn ≥ Mu 537,408 kN.m ≥ 43,6050 kN.m profil aman terhadap gaya momen ultimit, dan ϕPn ≥ Pu 3600,54 kN ≥ 265,02 kN profil aman terhadap gaya aksial. Dan untuk profil balok IWF-250.125.6.9, tidak melebihi nilai kekuatan nominal yang artinya profil aman. Dimana ϕMn ≥ Mu 76,0758 kN.m ≥ 3,4866 kN.m profil aman terhadap gaya momen ultimit, ϕVn ≥ Vu 190,08 kN ≥ 2,6884 kN profil aman terhadap gaya geser dan lendutan yang terjadi masih dibawah lendutan ijin 0,608 mm < 16,67 mm.
STUDI KOMPARASI PERENCANAAN DESAIN STRUKTUR ATAS GEDUNG BERTINGKAT TERHADAP BIAYA DAN WAKTU PELAKSANAAN MENGGUNAKAN MATERIAL BETON BERTULANG DAN BAJA Ginting, Liberty Herinius; Tua Naibaho, Pio Ranap
Menara: Jurnal Teknik Sipil Vol. 21 No. 1 (2026): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v21i1.58942

Abstract

Proses desain struktur suatu bangunan pada dasarnya adalah merencanakan struktur bangunan yang kokoh dan stabil serta mengetahui perbandingan biaya dan waktu yang dibutuhkan dalam pelaksanaan supaya ekonomis dan efisien. Biaya tersebut dapat tercapai dengan cara memilih jenis struktur yang akan dipakai, yang pada akhirnya mempengaruhi besarnya biaya dan waktu pelaksanaan pekerjaan. Tujuan dari penelitian melakukan komparasi perencanaan desain gedung bertingkat ditinjau pada pekerjaan struktur atas terhadap besarnya biaya dan waktu yang digunakan menggunakan material beton bertulang dan baja. Dari hasil analisis yang sudah dilakukan, diperoleh komparasi biaya dan waktu pelaksanaan didapatkan total biaya yang dibutuhkan untuk pekerjaan struktur atas gedung tersebut menggunakan material beton bertulang yaitu sebesar Rp.103.537.608.702,48 dan waktu yang dibutuhkan untuk menyelesaikan pekerjaan adalah 352 hari. Sedangkan total biaya yang dibutuhkan untuk pekerjaan struktur atas gedung menggunakan material baja yaitu sebesar Rp.159.432.900.473,85 dan waktu yang dibutuhkan untuk menyelesaikan pekerjaan adalah 238 hari. Berdasarkan analisis dengan melakukan komparasi, bahwa menggunakan material baja sebagai struktur lebih mahal dibandingkan dengan material beton bertulang. Adapun selisih rencana anggaran biaya yaitu sebesar Rp.55.895.291.771,36. Sedangkan rencana waktu pelaksanaan menggunakan struktur baja lebih cepat dengan struktur beton bertulang dengan penghematan waktu selisih 114 hari.
ANALISIS PENGENDALIAN WAKTU DAN BIAYA PEMBANGUNAN GEDUNG KULIAH TERPADU DI KOTA LHOKSEUMAWE ACEH Sianturi, Gestan; Tua Naibaho, Pio Ranap
Menara: Jurnal Teknik Sipil Vol. 21 No. 1 (2026): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v21i1.58951

Abstract

Proyek konstruksi merupakan kegiatan kompleks yang keberhasilannya sangat ditentukan oleh ketepatan waktu dan efisiensi biaya. Namun dalam pelaksanaannya, sering terjadi keterlambatan dan pembengkakan anggaran yang berdampak pada menurunnya kinerja proyek. Untuk itu, dibutuhkan metode pengendalian yang mampu memberikan gambaran menyeluruh dan terukur terhadap aspek waktu dan biaya. Penelitian ini menganalisis kinerja waktu dan biaya pada proyek pembangunan Gedung Kuliah Terpadu di Lhokseumawe, Aceh, dengan pendekatan Earned Value Management (EVM). Metode ini mengintegrasikan jadwal, anggaran, dan hasil fisik aktual untuk menghasilkan indikator kinerja yang objektif dan prediktif. Hasil analisis menunjukkan bahwa proyek secara umum efisien dalam aspek waktu dan biaya. Namun, pada minggu ke-12 hingga ke-18 ditemukan deviasi negatif yang menunjukkan keterlambatan dan pemborosan anggaran. Meskipun demikian, proyek tetap selesai sesuai jadwal dengan estimasi total biaya Rp. 27,84 miliar dan keuntungan sekitar Rp. 2,01 miliar atau 6,74% dari nilai proyek. Temuan ini membuktikan bahwa EVM efektif sebagai alat bantu manajemen proyek dalam memantau dan mengendalikan kinerja secara berkala, serta mampu mendeteksi potensi penyimpangan sejak dini. Dengan demikian, metode ini layak diterapkan pada proyek-proyek konstruksi skala menengah hingga besar.
Analisis Korelasi Antara International Roughness Index (IRI) Dan Pavement Condition Index (PCI) Dalam Evaluasi Kinerja Jalan (Studi Kasus: uas Jalan Poros Makasar-Maros-Pangkep-Barru-Parepare Styaji, Hary; Silaen, Joshua Riski; Firdaus, Muhammad; R. A Simanjuntak, Manlian; Naibaho , Pio Ranap Tua
Syntax Literate Jurnal Ilmiah Indonesia
Publisher : Syntax Corporation

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36418/syntax-literate.v10i9.61464

Abstract

Infrastruktur jalan nasional Indonesia menghadapi tantangan besar dalam manajemen pemeliharaan yang efektif, khususnya dalam menentukan parameter evaluasi yang tepat. Latar belakang penelitian ini adalah pentingnya evaluasi kinerja jalan dalam mendukung infrastruktur transportasi yang andal. International Roughness Index (IRI) dan Pavement Condition Index (PCI) merupakan dua indikator kunci yang digunakan, namun pemahaman mengenai hubungan keduanya masih terbatas, khususnya di konteks Indonesia. Penelitian ini menggunakan dataset komprehensif dari jalan nasional di Indonesia dengan cakupan yang lebih luas dibandingkan studi serupa sebelumnya. Penelitian ini bertujuan menganalisis korelasi antara IRI dan PCI, mengembangkan model regresi, serta mengidentifikasi ketidaksesuaian antara kedua parameter. Metode yang digunakan meliputi analisis statistik deskriptif, korelasi Pearson, regresi linear, dan identifikasi kondisi khusus pada 1.322 segmen jalan poros Makassar-Parepare. Dari hasil penelitian ditunjukkan korelasi dengan kuat sedang (r = -0,5217) pada antara IRI dan PCI, dengan model regresi linear sebagai PCI = 113.49-5.71 × IRI. Di temukan 34.9% segmen jalan dengan PCI baik dan IRI kurang, sedangkan tidak memiliki segmen dengan PCI baik tetapi IRI buruk. Hasil penelitian ini mendukung kebijakan Direktorat Jenderal Bina Marga dalam implementasi evaluasi multi-parameter untuk sistem manajemen jalan nasional. Implikasinya, evaluasi jalan memerlukan pendekatan multi-parameter untuk keputusan pemeliharaan yang lebih efektif dan efisien.
RELATIONSHIP BETWEEN COMPRESSIVE STRENGTH AND FLEXURAL STRENGTH IN REACTIVE POWDER CONCRETE Girsang, Pije Saputra; Naibaho, Pio Ranap Tua; Bangun, Sempurna
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 6 No 2 (2023): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v6i2.18896

Abstract

Reactive powdered concrete is a new type of concrete which has ultra high compressive strength. The constituent components are very fine powders which have a high silica content. This aims to improve the reaction that occurs in concrete and increase the homogeneity of the concrete. Reactive powder concrete consists of cement, silica fume, quartz with a maximum diameter of 300 μm, superplasticizer and steel fiber to increase ductility. Reactive powder concrete which has high compressive strength and high ductility has the potential to replace steel materials in construction work. Has a very big opportunity for construction materials in Indonesia considering the availability of the materials needed, especially quartz. This research is the first step towards the possibility of developing reactive powdered concrete in Indonesia, which is based on previous research. Experiments were carried out to obtain a reactive powdered concrete mixture with local materials. This experimental behavior serves to connect the compressive strength and bending with the formula 0.62fc '. The results showed that the compressive strength was 32.85 MPa and the flexural strength 3.25 MPa and the compressive strength produced by the reactive powder concrete was of medium quality concrete, this was due to differences in the composition and characteristics of the superplasticizer, silica fume, cement, or sika fiber used
Analysis of the Effect of Evaluation and Innovation in the Development of Construction Safety Culture on the Safety Leadership Model using SEM Approach Taqwa, Fadhila Muhammad Libasut; Priyambodo, Bambang; Subkhan, Subkhan; Naibaho, Pio Ranap Tua
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 9 No. 2 (2025)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v9i2.20134

Abstract

In the construction sector, the Construction Safety Management System (SMKK) has been determined by the Regulation of the Minister of Public Works No. 10 of 2021 as a reference for addressing the risk of industrial accidents and improving building safety. Full implementation of occupational safety (K3) can minimize the risk of work accidents. However, in reality, there are still many obstacles for companies and employees, and many accidents in the workplace are caused by unsafe behavior factors by the workers themselves. The methodology used in this study involves various approaches, such as literature review and primary data acquisition through questionnaires targeting respondents in construction project environments. The collected data will be analyzed using the Structural Equation Modeling method to identify important variables. Data processing was performed using the Smart-PLS version 4.1.0.1 application to determine the outer and inner models. Hypothesis testing was conducted using bootstrapping, considering the Original Sample values, T-statistics, and P-values. Based on the results, it is concluded that safety leadership has a significant indirect influence on improving safety performance. The strengthening of leadership aspects has the largest impact on improving safety culture, which then influences the improvement of construction safety performance, with an original sample (O) value of 0.273, a sample mean (M) of 0.277, a standard deviation (STDEV) of 0.177, a T-statistic value of 2.324, and a P-value of 0.001. Furthermore, effective safety evaluation (e.g., constructive and systematic evaluation) can help build a stronger safety culture, which in turn will improve overall safety performance. The implementation of innovation in construction processes or safety technology can also encourage better safety behavior among workers, which then contributes to improved safety performance.
Penerapan Sistem Manajemen Keselamatan dan Kesehatan Kerja (SMK3) pada Proyek Konstruksi Gedung di Kawasan Inti Pusat Pemerintahan Ibu Kota Negara (IKN) Laksono, Arvidya Esta; Priyambodo, Bambang; Naibaho, Pio Ranap Tua; Sembiring, Kristina
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 9 No. 2 (2025)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v9i2.20136

Abstract

The implementation of the Occupational Safety and Health Management System (SMK3) in construction projects is an absolute necessity considering the high potential risk of work accidents. This study aims to evaluate the extent to which SMK3 is implemented in the construction project of the POLRI and BIN Flats (Rusun) in the Core Area of ​​the Government Center (KIPP) of the National Capital City (IKN). The research method used is a quantitative approach by distributing questionnaires to 106 respondents consisting of project managers, supervisors, and field workers. The results of the analysis show that the average level of SMK3 implementation is in the good category (mean = 4.06 on a scale of 5). The highest indicators are in the safety culture aspect and the role of the K3 manager. However, there are still challenges in the logistics and coordination aspects across jobs. This study recommends increasing the integration of safety technology and regular training for workers.
ANALISIS KAPASITAS PROFIL GELAGAR MEMANJANG DAN GELAGAR MELINTANG TERHADAP GAYA-GAYA DALAM JEMBATAN RANGKA BAJA TIPE WARREN DENGAN MENGGUNAKAN SOFTWARE MIDAS CIVIL 2019 (Studi Kasus : Jembatan Penghubung Gedung RSCM Kencana – Gedung RSCM Kirana) Arif, Muhammad Andi; Azhar, Moh.; Bangun, Sempurna; Naibaho, Pio Ranap Tua
Jurnal Ilmiah Global Education Vol. 4 No. 4 (2023): JURNAL ILMIAH GLOBAL EDUCATION, Volume 4 Nomor 4, Desember 2023
Publisher : LPPM Institut Pendidikan Nusantara Global

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55681/jige.v4i4.1164

Abstract

There are two access bridges that have different functions and to cross the Ciliwung river below as an access road from the RSCM Kencana building to RSCM Kirana. Where there is access to the bridge that is specifically for car/motorcycle riders and a special bridge for pedestrians. However, the density of motorists and pedestrians can hinder traffic access. Thus, supporting infrastructure was built, namely a vehicle bridge and connecting pedestrians from the Kencana RSCM building to the Kirana RSCM building. The type of bridge built is a concrete slab steel frame bridge. In this regard, this study aims to determine the values of the ultimate moment, shear, and axial forces that occur with the object viewed from the longitudinal and transverse girders whether they exceed the nominal profile value or not, and the deflections that occur on the behavior of the structure. on the bridge according to SNI 1725:2016 loading with the help of the MIDAS Civil 2019 software. From the results of the calculation and capital analysis on the MIDAS Civil 2019 software, the values of the internal forces on the object under review do not exceed the nominal strength value of the profile. First, the girder extends against ultimate moment of ϕMn ≥ Mu = 3.762,080 kNm ≥ 528,869 kNm, against shear force ϕVn ≥ Vu = 1.095,444 kN ≥ 909,282 kN, against axial compressive force ϕPn ≥ Pu = 8.532,876 k N ≥ 3.115,265 kN, to the axial tensile force ϕPn ≥ Pu 7.726,842 kN ≥ 2.434,744 kN. Second, the transverse girder with respect to the ultimate moment of ϕMn ≥ Mu = 1.242,046 kNm ≥ 53,723 kNm, against the shear force ϕVn ≥ Vu = 1.076,400 kN ≥ 81,513 kN, against the axial compressive force ϕPn ≥ Pu = 3.805,349 kN ≥ 255,812 kN. The deflection value that occurs at the ultimate state of the structural behavior of the bridge is 48.70 mm where this value is still smaller than the allowable deflection of 55 mm. So it can be concluded that the bridge structure is safe when it receives the ultimate load.
Penanganan Simpang tak Bersinya: Studi Jalan Simpang Haji Rais Kota Tangerang Selatan Kusuma, Heris Cahya; Tjahjani, AR Indra; Naibaho, Pio Ranap Tua
Jurnal Ilmiah Universitas Batanghari Jambi Vol 24, No 3 (2024): Oktober
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/jiubj.v24i3.5603

Abstract

The intersection of Jalan H. Rais is where 3 (three) roads meet, namely Jalan H. Jamat Gang Rais, Jalan Puspitek Segment 1, and Jalan Puspitek Segment 2. This intersection often experiences long queues due to inadequate intersection capacity so that it cannot accommodate the volume of vehicles during morning and evening rush hours. The research method used was a direct survey method at the research location to collect traffic data at the H. Rais intersection and the surrounding roads. The research results found that the average length of the queue before handling during peak hours on weekdays was 168.52 m and delays were 35,471 with an intersection service level (LOS) D, while the average length of the queue before handling during peak hours on holidays was 119 .82 m and a delay of 33.52 with a level of service (LOS) D. H. Rais intersection performance for the next 5 years, before handling becomes worse with the result that the average queue length during weekday peak hours is 219, 64 m and a delay of 49,137 with an intersection service level (LOS) E, while the average queue length during holiday peak hours is 218.28 m and a delay of 43,635 with an intersection service level (LOS) E. Handling that needs to be done at the intersection H. Rais road in short-term scenario 1 is by providing road equipment facilities and assignment of traffic officers, and in short-term scenario 2 by widening the bend radius to a minimum of 7.8 m and widening the H. Jamat Gang Rais road to 6 m, while The treatment carried out at the H. Rais intersection in the long term is to change the Puspitek road type to 4/2-T with a width of 6 m per direction.
Co-Authors A Riduan Umar A.R Indra Tjahjani Abda Abda Abdul Hari Nugroho Aditya Wibawa Mukti Aditya, Zori Afiatur Rizki Ramadhan Akhmad Akromusyuhada Al Hasyir, Muhammad Humaam Alif Ihsan Syahroni Aprilian Ismana Arif, Muhammad Andi Awal Surono Azhar, Moh. Baggio, Eugene Yudhistira Bagio, Toni Hartono Bambang Budiono Bambang Priyambodo Bambang Priyambodo, Bambang Bangun, Sempurna Brillianto, Ananta Giga Budi Adi Dharma Siregar Budiarto, Rika Budiono, Bambang Deprizon Syamsunur Dewita, Hikma Diartama, Luh Gede Melyarista Dominikus Ola Ama Draga Hasan saputra Saputra Eka Daryanto, Eka Eka Lily Vivia Febriani Fadhila Muhammad Libasut Taqwa Fadillah Taufik Fahmi, Khosa Maulana Fahmy Hermawan Febriyanto, Andreas Ginting, Liberty Herinius Girsang, Pije Saputra Hartono, Arief Budi Heris Cahya Kusuma Hikma Dewita Hutagalung, Jethro Lukito Ida Ayu Putu Sri Widnyani Imanto, Yuwono Irvan Romy Setiawan Ivindra Pane Jihaan Jamilah Johny Dewanto Josua Riski Silaen Jujun Junaedi Hidayat Khairu Imanda Pratama Kiki Maria Kornel Munthe Kristiana Sembiring Kristina Sembiring Kristina Sembiring Kusuma, Heris Cahya Laia, Insyaf Maret Laksono, Arvidya Esta LM Arasy Sipala Madi Hermadi Manlian R. A. Simanjuntak Manlian Ronald A. Manurung, Edison H. Manurung, Edison Hatoguan Marlian R.A. Simanjuntak Martin Richardo William Mawardi Amin Mochamad Iqbal Nugraha Moh Azhar Mohammad Azhar Muhammad Andi Arif Muhammad Farid Renandes Muhammad Firdaus Muhammad Nasir Nelson Edison Siregar Ni Luh Ayu Suryaningsih Nosi, Leonardus Nurhayati, Yayah Oki Permana Pujianto, Cahyo R. A Simanjuntak, Manlian R. Sri Rejeki Karuniawangsih Raden Herry Shufi Ramadhani, Fajar Ikhsan Ramdhani, Ferri Riadi, Joan Rika Nursantika S, Daniel Salim, Mohd Razman Sampurna Bangun Santi Rahmawati Sarjono Puro Sarjono Puro Sembiring, Kristina Sempurna Bangun Sempurna Bangun Sempurna Bangun Siahaan, Herianto Sianturi, Gestan Sihotang, Parlindungan Silaen, Joshua Riski Simanjuntak, Manlian R. A. Sitohang, Oloan Sitti Wardiningsih Situmorang, Henry Maurice Soenarto, Bambang Sopar Butarbutar Sri Wiwoho Mudjanarko, Sri Wiwoho Styaji, Hary Subkhan Subkhan Sugeng Riyadi Sunadi, Fajar Sidiq Surbakti, Simon Surono, Awal Syahairony, M. Tini Gustini Tjahjani, AR Indra Tuheteru, Kadir Wibawa Mukti, Aditya widyantoro, satrio Wujaya, Kinanti Xena S P, Canda Yudi Firmansyah Yulianto Bastian Zai Yulianto Yulianto Yuwono Imanto