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Jurnal Teologi Pentakosta Indonesia Jurnal Manajemen DINAMIKA ILMU: Jurnal Pendidikan Jurnal Pengabdian Masyarakat dan Penelitian Thawalib Edukasia: Jurnal Pendidikan dan Pembelajaran Akademika : Jurnal Pemikiran Islam Jurnal Pendidikan Dasar Borneo (Judikdas Borneo) JAPI: Jurnal Akses Pengabdian Indonesia Jurnal Educative: Journal of Educational Studies Islam Transformatif : Journal of Islamic Studies Jurnal Basicedu MASALIQ: Jurnal Pendidikan dan Sains Unisia Tadris: Jurnal Pendidikan Islam Jurnal Pendidikan Islam Innovative: Journal Of Social Science Research JELT: Journal of English Language Teaching Global Education Journal Tashdiq: Jurnal Kajian Agama dan Dakwah GENIUS: Indonesian Journal of Early Childhood Education IEFBR: Islamic Economics, Finance, and Banking Review Soedirman Law Review Kontemplasi : Jurnal Ilmu-Ilmu Ushuluddin Al-Bidayah : jurnal pendidikan dasar Islam LoroNG Jurnal Bioteknologi & Biosains Indonesia (JBBI) Indonesian Journal of Forestry Research Journal of Indonesian Progressive Education Pandecta : Jurnal Penelitian Ilmu Hukum (Research Law Journal) IJISCS (International Journal of Information System and Computer Science) Aksara Jurnal Tarbiyatuna Jurnal Bioteknologi & Biosains Indonesia ThufuLA: Jurnal Inovasi Pendidikan Guru Raudhatul Athfal AGROINOTEK
Suyadi Suyadi
Bogor Agricultural University
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Tinjauan Momen Lentur Pelat Dua Arah dengan Metode Perencanaan Langsung dan Metode Elemen Hingga Fahri, Muhammad; Suyadi, Suyadi; Purwanto, Eddy
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 4 No. 1 (2016): Edisi Maret 2016
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v4i1.349

Abstract

This research conducted to study and determine the bending moment plate by using the DirectDesign Method and Finite Element Method. In the procedure of calculation of concrete structuresfor buildings, namely SNI 2847 2013 has been set up several plates planning methods one ofwhich is a method of using the Direct Design Method analysis. Finite element method (FEM) isdividing a complex problem into small elements where a simpler solution can be easily obtained.The theory used in plate analysis with the FEM is Kirchhoff-Love theory in which the limits areused specifically for the analysis of thin plates with small deflections by ignoring the transverseshear forces. The program is used by applying the Finite Element Method in this study is aMicrosoft Excel as a tool for calculations and modeling program SAP 2000 as a plate structure.From the calculations that the value of deflection and the bending moment on the plate twodirections with varying results.From the results obtained show that the static moments of totalfactored Direct Planning Method and the Finite Element Method showed results equal to eachother . Distribution moments on the foundation and interior plate field differently due to directPlanning Method using a great moment coefficients in pedestal while the Finite Element Methodusing transition stiffness matrixKeywords:Direct Design Method, Finite Element Method, Two way slab, SAP 2000
Analisis Desain Gedung Whiz Hotel Metode Sistem Rangka Pemikul Momen Khusus nadeak, lexono x; Suyadi, Suyadi; Widyawati, Ratna
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 4 No. 3 (2016): Edisi September 2016
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v4i3.448

Abstract

AbstractSpecial Moment Resisting Frame System(SMRFS) is a system with the highest ductility and that has detail requirements in the calculation of structural reinforcement components of axial, bending and shear of beam and columns elements, as well as provisions regarding the beam column connection that will affect the overall performance building when receiving earthquake load. This study aims to determine the detail requirements of special moment resisting frame system in accordance with SNI 2847-2013 and performance evaluation of structures with pushover analysis. Based on study results, the level of structure performance in accordance with the performance point obtained shows that the values of the displacement target are 0.042 m in x-direction and 0.413 m in y-direction. The value of the performance point also shows that the building is designed in the Immediate Occupancy condition that is while the building receives the earthquake load, it is expected that the structure will not be damaged. Distribution of plastic hinge is appropriate to the expectation that is the strong column and the weak beam because plastic hinge formation begins from the beam element then the column element. From the pushover analysis, it is obtained the value of the actual reduction factors (R) are 8.9 in x-direction and 7.8 in y-direction, while the values of the actual system over strength factor (Ωo) are 4.34 in x-direction and 5.70 in y-direction and the values of actual deflection magnification factor (Rd) are 5.9 in x-direction and 5.2 in y-direction.Keywords : pavement distress types, severity level, PCIAbstrakSistem Rangka Pemikul Momen Khusus (SRPMK) merupakan sistem dengan daktilitas tertinggi dan memiliki persyaratan yang detail dalam perhitungan penulangan komponen struktur aksial, lentur dan geser untuk elemen balok dan kolom, serta ketentuan mengenai hubungan balok kolom yang akan mempengaruhi kinerja bangunan secara keseluruhan ketika menerima beban gempa. Penelitian ini bertujuan untuk mengetahui detail persyaratan sistem rangka pemikul momen khusus sesuai dengan SNI 2847-2013 dan evaluasi kinerja struktur dengan pushover analysis. Berdasarkan hasil studi, level kinerja struktur sesuai dengan titik kinerja yang didapat menunjukkan nilai dari target perpindahan untuk arah x sebesar 0,042 m dan arah y sebesar 0,413 m. Nilai dari titik kinerja juga menunjukkan bahwa bangunan yang di desain berada pada kondisi Immediate Occupancy dimana kondisi gedung saat menerima beban gempa diharapkan struktur tidak akan mengalami kerusakan. Distribusi sendi plastis sesuai yang diharapkan yaitu kolom kuat dan balok lemah karena terbentuknya sendi plastis diawali dari elemen balok terlebih dahulu kemudian diikuti elemen kolom. Dari hasil analisis pushover didapat nilai faktor reduksi gempa (R) aktual arah x sebesar 8,9 dan arah y sebesar 7,8, sedangkan nilai faktor kuat lebih sistem (Ωo) aktual arah x sebesar 4,34 dan arah y sebesar 5,70 dan nilai faktor pembesaran defleksi (Rd) aktual arah x sebesar 5,9 dan arah y sebesar 5,2.Kata kunci : SRPMK, titik kinerja, sendi plastis, analisis pushover
Analisis Layout Shearwall Terhadap Perilaku Struktur Gedung Andalas, George; Suyadi, Suyadi; Husni, Hasti Riakara
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 4 No. 3 (2016): Edisi September 2016
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v4i3.453

Abstract

 Shearwall is one of alternative solution in planning of building structure for earthquake-resistant. Shearwall is able to affect stiffness of the building structure and provide a structure with good ductility, so as to minimize the damaged caused by earthquake shaking. This study aimed  to analyze the positioning of shearwall on a building structure models using non-linear static analysis (Pushover)   In the analisys, shearwalls on each models are placed at different position. The performance of the building structure was analyzed using SAP2000 program. The result of the analysis is a form of drift ratio on each model of the buliding structure. From the result obtained drift value ratio on  without shearwall model, model 1, model 2, model 3, model 4, model 5, model 6 in the X direction in sequences as follows: 54 x 10-8; 48 x 10-8; 42 x 10-8; 30 x 10-8; 28 x 10-8; 8 x 10-9; 8 x 10-9 . While in the Y direction as follows: 77 x 10-5; 66 x 10-5; 62 x 10-5; 51 x 10-5; 23 x 10-5; 15 x 10-5; 14 x 10-5. So we can conclude that model 6 has better performance compared to other models. Then, the optimum model of positioning ot the shearwalls is model 6.    keywords: SAP2000, pushover analysis, shearwall, erathquake load. 
Analisis Struktur Gedung POP Hotel Terhadap Beban Gempa Dengan Metode Pushover Analysis Arifin, Zainal; Suyadi, Suyadi; Sebayang, Surya
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 3 No. 3 (2015): Edisi September 2015
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v3i3.474

Abstract

In a fact, the development of Indonesian building codes demand higher design earthquake load.This condition generates the need for retrofitting in existing building that was design with olderbuilding codes, in purpose to acquire the safe building performance. The significant load increaseshown in the latest building code (SNI 1726-2012) gives the urgency to perform seismic riskasessment and retrofit design for this building.Seismic risk of the building is determined from the performance level through static non-linearanalysis (pushover) based on the design earthquake of the new code (SNI 1726-2012). This resultmeans that the damage control performance level, unless retrofitting is performed on each of thedeficient element.Keywords : SNI 1726-2012, pushover, damage control, load of earthquake.
Analisis Joint Balok Kolom dengan Metode SNI 2847-2013 dan ACI 352R-2002 pada Hotel Serela Lampung Ristanto, Eddy; Suyadi, Suyadi; Irianti, Laksmi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 3 No. 3 (2015): Edisi September 2015
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v3i3.481

Abstract

This study aimed to analyze the relationship beam-column design at Building Serela LampungHotel, which refers to SNI 2847-2013 and Methods ACI 352R-2002. In the analysis, the existingshear force on beam-column joint relationship is greater than the shear forces that are on thebeams and columns. Therefore it is necessary that the relationship between the shearreinforcement. From a review of existing columns and beam size is sufficient to carry the shearforces that occur. There are differences between the results of the review of planning method SNI2847-2013 and methods ACI 352R-2002. From the results obtained with SNI 2847-2013 shearforce to review the interior, roof interior, exterior, roof exterior, corner, and roof cornersequentially as follows: 1682.544 KN; 1380.365 KN; 607.759 KN; 364.932 KN; 607.759 KN;364.932 KN. While the method of ACI 352R-2002 as follows: 1712.750 KN; 1440.799 KN;632.642 KN; 413.498 KN; 632.642 KN; 413.498 KN. Although both methods are considered safein the planning of the object of study Serela Lampung Hotel but in general planning methods ACI352R-2002 a higher level of safety and efficiency in terms of planning method SNI 2847-2013 evengreater levels of efficiency.Keywords: SNI 2847-2013, ACI 352R-2002, joint, beams, columns, seismic load, shear force,inelastic.
Analisis Keamanan Jarak Antar Alat Penyambung Geser (Shear Connector) Berdasarkan Distribusi Tegangan Dengan Menggunakan Metode Elemen Hingga Dista, Aditia Reshi; Suyadi, Suyadi; Helmi, Masdar
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 5 No. 1 (2017): Edisi Maret 2017
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v5i1.611

Abstract

The function of the shear connector is to keep concrete plate oriental position. The installation of the shear connector will influence the distribution of the stress spread in unevenly on concrete plate. This research aims to analyse the safe distance of shear connector based on distribution of stress in concrete plate.  This research used software SAP2000 version 14 to find maximum stress on beam then the stress in the plate was analysed by finite element method and Microsoft Excel used base on Kirchoff-Love theories. The analysis result show that maximum stress was located in the middle of span near the support (shear connector). If position of the shear connector not accord with SNI-1729-2015, the plate can crack due to the exceed of modulus concrete crack (fr). The risk of failure increased as line with the wider shear connector distance due to overpass of crack stress.Keywords : Stress, shear connector, plate, finite elemen method, SAP2000.
ANALISIS PERBANDINGAN KEHILANGAN PRATEGANG AKIBAT METODE STRESSING SATU ARAH DAN DUA ARAH PADA JEMBATAN BETON PRATEGANG Rizkia, Selvia Rahma; Suyadi, Suyadi; Husni, Hasti Riakara
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 5 No. 2 (2017): Edisi Juni 2017
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v5i2.668

Abstract

A prestressed concrete bridge is a construction structure bridging one location to another location and this is made by stressing strands with opposite force caused by the external loading. The stressing process can be done before the concrete is molded (pre-tensioning) and after the concrete is molded (post-tensioning). The stressing in the prestressed post-tensioning concrete can be done with two methods; the one way and two ways stressing. Stressing by using these two stressing methods may cause different prestress force loss in the concrete. The objective of this research was to find out the influence of one way and two ways stressing methods to the prestress force loss, analysis was conducted by estimating prestress forces, determining amounts and lines of stranded-wire tendons, estimating pre-stress force loss because of one way and two ways stressing methods and force controlling and deflection in the girder. This research used PC I girder, PC U girder, and box girder types. The analysis results showed that the prestress force loss in the one way stressing method in PC I girder was 30.826%, 30.3401% in PC U girder, and 31.885% in box girder. The prestress force loss in two ways stressing method was 29.8397% in PC I girder, 29.3169% in PC U girder, and 31.4955% in box girder. The conclusion was that the prestress force loss in the girder by using one way stressing method was bigger than in two ways stressing method.Keywords: prestress concrete, stressing method, one way, two ways.
Analisis Kuat Lentur Nominal Balok Komposit Menggunakan Program Berbasis Android Saputro, Rifki Ananda; Suyadi, Suyadi; Zakaria, Ahmad
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 3 No. 3 (2015): Edisi September 2015
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v3i3.2714

Abstract

Composite beam is a combination of concrete and steel profiles. Nominal flexural strengthanalysis of composite cross-section can be calculated manually, but it takes a long time or are notefficient when calculating the nominal flexural strength analysis of composite beams. In this study,it can be a formulation of the problem is how to apply the analysis to the nominal flexural strengthcomposite into android-based programs. The purpose of this study in this thesis is to simplify thecalculation of the nominal flexural strength analysis of composite beams using android basedapplication program. Object-based research to create a program that profiles IWF android withconcrete (composite beam).In the implementation of this study using two methods: the method of literature study (study oftheory) and methods of software development (analysis, design, coding, and testing).This program has been tested with manual calculations that show the results accordingly. Fromthe test results indicate that the ease of use of program-based program that android is moresimple and easy to use in the field.Keywords: composite beam, android, nominal flexural strength analysis
Islamic Personal Development Management in Shaping Religious Attitudes Alwanto, Alwanto; Suyadi, Suyadi; Waharjani, Waharjani
Journal of Indonesian Progressive Education Vol. 2 No. 2 (2025)
Publisher : Early Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.63617/jipe.v2i2.158

Abstract

Islamic religious education in elementary schools faces challenges in shaping the religious character of students in the midst of globalization. This study aims to analyze the management of the Islamic Personal Development Program (BPI), supporting and inhibiting factors, and the collaborative role of stakeholders at SDIT Luqman Al Hakim Yogyakarta. The research uses a qualitative approach with data obtained through observation, interviews, and documentation, then analyzed inductively by triangulation. The results of the study show that BPI management is carried out systematically and sustainably through planning, implementation, evaluation, and supervision functions. The program is implemented in an integrated manner in curricular, co-curricular, and school cultural activities through a halaqah and habituation approach, and is evaluated using mutaba'ah instruments. This program has proven to be effective in increasing students' independence, consistency, and religious awareness. Supporting factors include teacher exemplarity, institutional support, and parental involvement, while barriers include student heterogeneity and variation in teacher competencies.
Immunology Pedagogical Psychology of Pesantren Kindergarten: Multicase Study at Pesantren Kindergarten in Yogyakarta Suyadi, Suyadi
ADDIN Vol 13, No 1 (2019): ADDIN
Publisher : LPPM IAIN Kudus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21043/addin.v13i1.3510

Abstract

Normatively, children's education is the responsibility of the family. But when families experience disharmony, even broken home, children's education prone to be abandoned. When a modern school has not been able to maximally accommodate broken home children, Early Childhood Pondok Pesantren/pontren becomes the best alternative choice. The purpose of this research is to find the best alternative education for broken home children in the modern era. This research was conducted throughout 2017 at Early Childhood Pesantren Baiquniyah Yogyakarta. This research was using the qualitative approach, while data collection techniques were observations, interviews, and documentation; data analysis was done in descriptive, interpretative, and comparative. The results show that Baiquniyah Early Childhood Pontren Yogyakarta can be the best alternative choice. This is because the Baiquniyah Early Childhood Pontren Yogyakarta is able to bring the children closer to their parents psychologically, even when they are biologically separated. This condition has implications for the increase of pedagogical immunity, in which children are not easy to stress and depression, thus comfortable in studying at pesantren. 
Co-Authors ABDUL MANAP Abdul Wahib Muhaimin Abdul Wahid Hasyim Abdullah Said, Abdullah Achadiah Rachmawati Achamnu, Muharlien dan I. Suryaningsih Adelina Ari Hamiyanti Adib, M. Afiqul Afif, Ahmad Sururi Afria Nursa, Ruri Agus Budiarto Ahmad Furqon Ahmad Imron Rozuli Ahmad Zakaria AHMADI Akbar, Mahathir Akhmad, Chairul Ashari Akhmad, Fandi Al Awwali, Sholihin ALBAR, MAWI KHUSNI Alsedo, Alsedo Alwanto, Alwanto Amelia, Yolanda Amieratunnisa, Aniesah Amiluddin Amiluddin, Amiluddin Amin Wahyudi Amirin, Zainal Amrina Rosyada Andalas, George Andi Kurniawan Andoyo Supriyantono Andriani Lubis Anis Nur Khasanah Anom Wahyu Asmorojati Anton Yudhana Antonius B Wijanarto Anwar Abidin, Achmad Aprilia, Elsa Apriloka, Dinita Vita Ardiantoro, Ari Ariansyah, Achmad Feri Arif, Ani Atul Arifin, Azeri Gautama Arwita, Nanda Nadira Putri Asman Asman Atmojo, Erlangga Dwi Aulia, Rifqi Aziz, Aulia Luqman Azizah, Lia Bambang Purwantara Barumbun, Mardyanto Basuki, Yoel Tri Basworo, Handityo Betaubun, Herbin F Betty Mauli Rosa Bustam Bryan, Christoper Budi Doloksaribu, Budi Budiyono Budiyono Bushron, Raushanfikr Bustam, Betty Mauli Rosa Cahyani, Ratih Cahyani, Ratih Cepi Triatna, Cepi Chabiburrochman, M. Mas'ud Chairdin Dwi Nugraha, Chairdin Dwi Chatarina Umbul Wahyuni Danny Meirawan Daru, T. P. Dedi Efendi Depison Depison Desfa Yusmaliana desriani, fitri Destiyanti, Afifah Zulfa Dian Anggraini Dian purnama Putri, Ragil Diana, Raden Rachmy Dista, Aditia Reshi Djubaedi, Dedi Dwi Hastuti Dwiyanti, Anik Eddy Purwanto Edy, Norman Efa Silfia Efendi, Ahmad Zarkasi Efi Rokana Erchan, Nadya Eri Susanto, Eri Fahmi, Achmad Gus Fajriati, Ruliana Familiani, Neti Fasha, Anis Kumala Fathin, Muhammad Hisyam Fikriyah, Adela Tsamrotul Firmiaty, Sri Fitria Fitria Fitriani, Azizah Fitriani, Remi Furqon, A. Garaika Gaveau, David Luc Andre Gaveau, David Luc Andre Gaveau, David Luc Andre Ghazali, Imran Guruh, Muhammad Gusman, Burhanudin Ata Habibi, Nadhif Hadiyanto, Anniza Wiwied Rahayu Hairulla Hairulla, Hairulla Hakim, A'us Arief Ikhwani Hamdi Mayulu Hanafi, Muhammad Hafizh Handayani, Astuti Budi Hani Setiani Hanuf, Atiqah Aulia Harahap, Zunaidi M. Rasid Harianja, Desi Lapenia Haris, Fhilhamdhi Al Haris, Muh. I. Hasanah Hasanah Hasanah Hasti Riakara Husni Hastuti, Wiwik Yuni Hawari, Yusmita Heldanita, Heldanita Hendro Widodo Heri Damayanti Herry Sonjaya Herviani, Dian Herwijanti, E. Herwijanti, Enniek Hery Toiba Hidayat, Kun Hikmat Handia Miharja Hotimah, Nur Humaida, Rifka Toyba Husna, Jannatul Husna, Khotimatul Hutabarat, Manahan I Nengah Surati Jaya Ichsan Ichsan Idayati, Irma Imran Imran Inggit Kentjonowaty Irida Novianti Irmaya. H, Dika Isdiantoni Isdiantoni Ishari Romadhoni Iskandar, Hikmayani Ismawati Ismawati Ismudiono Ismudiono, Ismudiono Isnina, Isnina istiqomah istiqomah Jailani, Mohammad Jannah, Widya Faridhatul Jayawarsa, A.A. Ketut Jeni Paresa, Jeni Jola Silvana Kalangi Juliwis Kardi Kartika Dewi Kartono Kartono Khidayatul Munawwaroh Khoiriah, Iswatun Khotimah, Ihda Husnul Kusmartono Kusmartono Kusumawati, Nelly Kuswati Kuswati L Hakim Laksmi Irianti Laksono Trisnantoro Latifah Hanum Lestyani, Lestyani liana, inggi desy Libri Rizka Puri Windarta Lubis , Andriani Lutfi, M. Wasilul M, Makhful Madhyastha, Wandha Mahmudah, Kharisma Noor Latifatul Manap, Abdul Mardiah Mangun Maria Mu’ti Wulandari Marjuki Addulah, Marjuki Marjuki Marjuki Marry Christiyanto Masdar Helmi Massy, Miranda Massy, Miranda MAULIDA, SALMA Maulidya Ulfah Mauliya, Afina Mega Fatimah Rosana Meuthia, Navisah Miftachurrozaq, Tahmid Mohammad Winugroho, Mohammad Mohammad Zakki Azani Mubarok, Amrul Muhammad Fahri, Muhammad Muhammad Idrus Muhammad Nur Ihsan, Muhammad Nur Muhammad Sulaiman Muhimmah, Imroatum Muhyi, Abdul Mujib, Zulfikar Mulyono, Hardi Munasti, Kholida Mustangin Mustangin Mustaqimah, Emi Muthiapriani, L. Na’imah, Na’imah Na’imah, Na’imah Nababan, Dewi Sriastuti nabilah, ifat nadeak, lexono x Nadlifah, Nadlifah Nady, Id Ali Nasution, Hambali Alman Na’imah, Na’imah Ningsih, Warti Nirwana, Evi Selva Nisa, Halimatun Noer Rahmi Ardiarini, Noer Rahmi Norfaiziyah, Rahmi Norma Dewi Shalikhah Novianti, I. Novita, Cut Citra Nugroh, Widi Nugroho, Adi Bayu Nugroho, Irham Nugroho, Tri Wahyu Nur Hidayah Nur ‘Azah Nurfadlilah, Wuri Annisa Nurfaizah Nurfaizah, Nurfaizah Nurgiartiningsih, V. M. A. Nurhaifa Idris Nurhasanah, Riska Meilina Nurhidayati, Fadia Nurhikmah Nurhikmah Nurin, Yusuf Mahardika Nurkhasyanah, Alfiyanti NURLAELA NURLAELA Nurlina Nurlina Nurul Ismaiyah Nurwantoro . Nuryana, Zalik Oktariza, Dodi Oktaviah, Fina Nur Oktaviany Widyawaty, Oktaviany Peasetyo, Endry Nugroho Poedji Haryanto Prabowo Tjitropranoto Prasetyo, Guruh Pratiwi, Enditiyas Pratiwi, Herlina Pratomo, Ariawan Wahyu Prihandana, Gregorius Raditya Indra Prihantoro, Wahyu Kholis Puspawati, Dera Putra, Akhmad Fitriansyah Mandala Putra, Diki Purnama Putra, Yoga Ade Putri, Inne Destina Putri, Rafika Febriani Putri, Ragil Dian Purnama Putro, Khamim Zarkasih Rafiqi, Muhammad Rahma, Anisa Khusnul Rahma, Annisa Rahma, Zahratur Rahmad, Abdul Rahmah MZ, Rafika Dwi Rahman, Elzanti Rais, Rinovian Ratna Widyawati RENAWATI, RENAWATI Retno Anggraini Ria Astuti Riadi, Ahsan Riah Ukur Br Ginting Rini Dwi Wahyuni Riska Riska Risky, Abu Ristanto, Eddy Rizayanti, Hana Rizka Rizkia, Selvia Rahma Rofdli, Muhammad Faiz Ronal Aprianto ROSFIANSYAH, ROSFIANSYAH Sakdiyah, Sitti Halimatus Saleh, Riskawati Saman, Saman Sapto Budoyo Saputri, Puspita Dwi Saputro, Rifki Ananda Sari, Bela Mayang Sari, Rossa Purnama sarjani, sarjani Sasmiyati, Rini Yulia Selvi Marcellia Septian, W. A. Septian, Wike Andre Septian Septikasari, Rizka Setyanti Serafin Wisni Septiarti Serang, Robert Alex Shalihin, Rahmat Ryadhush Simorangkir, Sri Lina BL Siraj, Saedah Binti Siregar, Veni Veronica Siswanto Masruri Siswantoro, Ajik Siti Aisyah Siti Kunarti Siti Nur Aisyah Soebarinoto Soebarinoto Sopialena . Sowwam, Muhammad Sri Hartini Sri Mulyani SRI RAHAYU Sri Wahjuningsih Sudirman Sudirman Suharti Sukmayadi, Trisna sulaikha, Nurul ana Sulistyo, Agus Sulo, Yulius Kamisi Sumardjo Sumarno, Andreas Marhain Sumaryati Sumaryati Sunarto, Bintar Probo Supendi, Moh. Surajiyo Surajiyo Surya Sebayang Susianto, Dedi Suyitno Suyitno Suyoto Suyoto Syaifuddin Zuhri Harahap, Syaifuddin Zuhri Tamba, Evasus Tantri Liris Nareswari Tenang Haryanto Tri Eko Susilorini Tuti Puspitasari Ulfadhilah, Khairunnisa Ulumudin, Y.I. Urbaningkrum, Santi Mahmuda Us'an, Us'an Utary, Chitra Vebriansyah, R Vicente, Julio Vidyaningrum, Amelia Nanda Waharjani, Waharjani Waharjani, Waharjani Wahyu Widodo Wantini Wantini Wibawa, Iskandar Wibisono, Haryo Tabah Wibisono, Haryo Tabah Wibisono, Haryo Tabah Wibowo Harso Nugroho Widi Nugroho Widya Fransiska, Fini Wijanarto, Antonius B. Wijanarto, Antonius B. Wike andre Septian Winda Septiani Wisnu Sasongko Witasari, Rinesti Wulantaka, Rr. Nazauma Nareswara Yakup, Ricki Yanti Ismiyati, Yanti Yoyo Yoyo Yudhiakto Pramudya Yuniatari, Yuniatari Yusnindar, Yusnindar Zaim Uchrowi Zainal Arifin Zainuddin, Zainuddin Zulkipli Lessy Zuniarsih, Zuniarsih