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All Journal JRAK: Jurnal Riset Akuntansi dan Komputerisasi Akuntansi LAW REFORM Dimas: Jurnal Pemikiran Agama untuk Pemberdayaan Jurnal Ilmiah Hukum dan Dinamika Masyarakat Al-Risalah : Jurnal Imu Syariah dan Hukum Jurnal Daulat Hukum Jurnal Manajemen Pendidikan Jurnal SOLMA NUR EL-ISLAM : Jurnal Pendidikan dan Sosial Keagamaan Islamic Management: Jurnal Manajemen Pendidikan Islam VISI : Jurnal Ilmiah Pendidik dan Tenaga Kependidikan Pendidikan Non Formal Martabe : Jurnal Pengabdian Kepada Masyarakat Etika Demokrasi Journals of Ners Community Journal Multicultural of Islamic Education Hasta Wiyata Veteran Law Review IMPROVEMENT: Jurnal Ilmiah untuk peningkatan mutu manajemen pendidikan Jurnal Ilmiah Hukum DE'JURE: Kajian Ilmiah Hukum Literasi : Jurnal Ilmu Pendidikan Stilistika: Jurnal Pendidikan Bahasa dan Sastra HUKUMAH: Jurnal Hukum Islam JUSTISI UNTAG Law Review Buana Ilmu Gravitasi: Jurnal Pendidikan Fisika dan Sains Southeast Asian Journal of Islamic Education Management ARBITRER: Jurnal Pendidikan Bahasa dan Sastra Indonesia E-Link Journal Jurnal Esensi Hukum Ed-Humanistics : Jurnal Ilmu Pendidikan Al-Manhaj: Jurnal Hukum dan Pranata Sosial Islam Jurnal Pengabdian kepada Masyarakat Nusantara Jurnal Abdimas Berdaya : Jurnal Pembelajaran, Pemberdayaan dan Pengabdian Masyarakat Didaktika: Jurnal Pemikiran Pendidikan Al Ashriyyah Justisi : Jurnal Ilmu Hukum JOURNAL SCIENTIFIC OF MANDALIKA (JSM) INTELEKTIVA Law Development Journal Jurnal Kolaboratif Sains JUrnal Riset Ilmu Pendidikan Jurnal Locus Penelitian dan Pengabdian Inovasi Pendidikan Fisika Jurnal Pengabdian Masyarakat dan Penelitian Thawalib Journal of Mathematics Instruction, Social Research and Opinion Journal of Law, Poliitic and Humanities Al-Dhikra JURMADIKTA Eastasouth Journal of Positive Community Services Sasana: Jurnal Pendidikan Agama Islam Innovative: Journal Of Social Science Research Jurnal Pengabdian West Science Proceeding of International Conference on Science, Education, and Technology Jurnal Abdimas Terapan Jurnal Satya Informatika JIDE : Journal Of International Development Economics JI-Tech PARTICIPATORY Indonesia Islamic Education Journal KONSELOR EduInovasi: Journal of Basic Educational Studies Pelita: Jurnal Studi Islam Mahasiswa UII Dalwa Jurnal Pengabdian Masyarakat Nasional Jurnal Pembelajaran Bahasa dan Sastra Frontiers in Community Service and Empowerment BIMA : Journal of Business and Innovation Management Jurnal Ilmiah Mahasiswa Teknik Journal of Education Sciences (Edusci) ABDIKOM Jurnal Sains, Teknologi dan Kesehatan Pamomong: Journal of Islamic Educational Counseling Journal of Law and Legal Reform ABDINA: Jurnal Sosial Dan Pengabdian Kepada Masyarakat Scientific Journal of Informatics LEMBARAN PUBLIKASI MINYAK DAN GAS BUMI Prosiding Pengabdian Ekonomi dan Keuangan Syariah OPTIMA: Journal of Guidance and Counseling Jurnal Pendidikan MIPA Jurnal Eksplorasi Bimbingan dan Konseling Research Journal on Teacher Professional Development Jurnal Pengabdian Masyarakat Satya Widyakarya Mashadiruna: Jurnal Ilmu Al-Qur’an dan Tafsir Jurnal Teknokes Brilliant International Journal of Management and Tourism SEMINAR TEKNOLOGI MAJALENGKA (STIMA)
Abdul Kholiq
PROGRAM STUDI MAGISTER ILMU HUKUM FAKULTAS HUKUM UNDIP
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Journal : SEMINAR TEKNOLOGI MAJALENGKA (STIMA)

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INTERAKSI STRUKTUR PONDASI DENGAN KOLOM PADA PROYEK PEMBANGUNAN RSUD MAJALENGKA Ramadhan, Gilang; kholiq, Abdul
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 4 (2019): Inovasi Desa Menuju Era 4.0 : Merangsang Inovasi Desa Melalui Pemanfaatan Internet of
Publisher : Universitas Majalengka

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Abstract

Project to build an outpatient and basement building in Majelngka District Hospital consists of 4 floors and one basement floor. The foundation used in this project is a deep foundation with borepie type foundation. Each foundation must be able to withstand the load generated by the interaction of building structures. the foundation with this column can later be used as a comparison with the existing foundation and column design. Soil type in this project is clay type with hard soil depth of more than 10 m. The calculation of foundation and column is assisted with the SAP 2000 software. Based on the calculation results obtained the dimensions of the foundation with a diameter of 0.5 m with a depth of 5 m using the main level 8D19 with stirrup layer D10-200 and pilecap thickness used for 0.6 m while the structural data from implementing contractor obtained the dimensions of the foundation with a diameter of 0.8 m with a pole length of 4 m, the main reinforcement 16D19 with stirrup D10-150 and pilecap thickness obtained 1 m. This difference occurs because of differences in the calculation concepts of each method.
METODE PELAKSANAAN PEKERJAAN SHEAR WALL PADA PROYEK PEMBANGUNAN APARTEMEN SILK TOWN ALEXANDRIA TOWER Nurdiana, Iyan; Kholiq, Abdul
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 4 (2019): Inovasi Desa Menuju Era 4.0 : Merangsang Inovasi Desa Melalui Pemanfaatan Internet of
Publisher : Universitas Majalengka

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Abstract

The Silk Town Alexandria Tower apartment project is one of the apartment projects in the city to meet the needs of the megapolitan community for residential homes. This apartment is a people's dream to have a modern residence with luxurious facilities. This project has a very strategic location, namely in the Graha Raya area. South Tangerang, precisely on Jalan Bhayangkara, Alam Sutra. Tangerang Selatan is a location that is experiencing rapid development. In addition, South Tangerang, which is close to the capital city, makes this location in great demand and targeted by the community. Shear walls are vertical elements of the horizontal force resisting system. Shear walls are like vertically-oriented wide beams that carry earthquake loads downwards to the foundation. Shear walls are efficient, both in terms of construction cost and effectiveness in minimizing earthquake damage in structural and nonstructural elements. Shear walls in buildings must be symmetrically located in plan to reduce ill-effects of twist in buildings. The presence shear wall building is expected to reduce the earthquake plan so that the safety and comfort of residents under control.
PERHITUNGAN KEBUTUHAN PEMBESIAN ABUTMENT PADA PEMBANGUNAN JEMBATAN CIHIEUM KECAMATAN LEMAHSUGIH KABUPATEN MAJALENGKA Pradana, Rana; Kholiq, Abdul
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 4 (2019): Inovasi Desa Menuju Era 4.0 : Merangsang Inovasi Desa Melalui Pemanfaatan Internet of
Publisher : Universitas Majalengka

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Abstract

In Engineering. Abutment refers to the substructures rests or contacts. Single-Spanbridge have abutments at each end which vertical provide and lateral support for the bridge, as well as acting as retaining walls to resist lateral movement on the earthen fill of the bridge approach. On the process, contractor should be able in calculating how much material needed to make effective and effisien process. Planned abutment has 8.20m in height and 7 meter wide without central pier.
METODE PELAKSANAAN PEKERJAAN SHEAR WALL PADA PROYEK PEMBANGUNAN APARTEMEN SILK TOWN ALEXANDRIA TOWER Nurdiana, Iyan; Kholiq, Abdul
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 4 (2019): Inovasi Desa Menuju Era 4.0 : Merangsang Inovasi Desa Melalui Pemanfaatan Internet of
Publisher : Universitas Majalengka

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Abstract

The Silk Town Alexandria Tower apartment project is one of the apartment projects in the city to meet the needs of the megapolitan community for residential homes. This apartment is a people's dream to have a modern residence with luxurious facilities. This project has a very strategic location, namely in the Graha Raya area. South Tangerang, precisely on Jalan Bhayangkara, Alam Sutra. Tangerang Selatan is a location that is experiencing rapid development. In addition, South Tangerang, which is close to the capital city, makes this location in great demand and targeted by the community. Shear walls are vertical elements of the horizontal force resisting system. Shear walls are like vertically-oriented wide beams that carry earthquake loads downwards to the foundation. Shear walls are efficient, both in terms of construction cost and effectiveness in minimizing earthquake damage in structural and nonstructural elements. Shear walls in buildings must be symmetrically located in plan to reduce ill-effects of twist in buildings. The presence shear wall building is expected to reduce the earthquake plan so that the safety and comfort of residents under control.
PERANCANGAN PILAR PORTAL STRUKTUR JEMBATAN CIKERUH RUAS JALAN CICALUNG-SP.SINDANG PT.DELIMA DJAYA INTILAND Amarudin, Amarudin; Kholiq, Abdul
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 5 (2021): STIMA 5.0 Kebangkitan Nasional Digital Era Industri 4.0
Publisher : Universitas Majalengka

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Abstract

The Cikeruh Bridge is a bridge that crosses the Cikeruh river with a river width of 65 meters, on the west it is a steep slope of 900 in the east there are landslides with a depth of 11 meters where there are rocks of varying sizes. So the construction of the pillar as a support for the superstructure must be very carefully calculated so that it is able to transfer the weight of the upper structure to the ground. The type of pillar chosen at the location of the Cikeruh bridge is a portal pillar with a different construction between one pillar and another, adjusted to the contour of the land and the flow of the river. The structure of the bridge itself is planned for a composite bridge type with steel girders (Fy = 355 MPa) and a concrete plate (F'c = 250 MPa), with a structure under a steel pile foundation. and Pier head work 2. The main material used in the construction of cikeruh bridge pillars is f'c = 250 quality concrete, the reinforcement used is screw D-25 iron, threaded D-16 and threaded D-13.
KAJIAN SISTEM PLUMBING AIR BERSIH DAN AIR KOTOR PADA BANGUNAN GEDUNG DEWAN PERWAKILAN DAERAH KABUPATEN MAJALENGKA Jaenudin, Muhamad; Kholiq, Abdul
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 6 (2022): STIMA 6.0 Bangkit Bersama Membangun Majalengka Smart City
Publisher : Universitas Majalengka

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Abstract

Sistem Plumbing adalah bagian yang tidak dapat dipisahkan dari suatu bangunan. sitem plumbing dipergunakan untuk menyediakan air bersih dan mebuang air kotor serta air buangan ketempat yang telah ditentukan tanpa mencemari bagian-bagian terpenting lainnya. untuk memenuhi kebutuhan air bersih pada perancangan gedung Dewan Perwakilan Daerah Kabupaten Majalengka dengan jumlah penghuni sebanyak 95 orang diperlukan air bersih sebesar 8,55 m3 / hari. untuk bak air atas (roof tank) digunakan bak penampung air sebesar 10.000 liter dan untuk bak penampung air buangan (packkage STP) digunakan bak penampung berkapasitas 21 m3. berdasarkan hasil perhitungan digunakan pompa transfer untuk memompa air dari bak air bawah (ground water tank) menuju bak air atas (roof tank) dengan kapasitas pengaliran 0,07 m3/menit. head pompa transfer sebesar 10 m, pada perencanaan ini distribusi air bersih menggunakan sistem gravitasi bumi.
METODE PELAKSANAAN OVERLAY REKONSTRUKSI PADA PROYEK CIKOWOAN – KADUT (REGULER) DI STA 1 + 700 s/d STA 2 + 286 Maulana, Rizky; Kholiq, Abdul
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 7 (2023): STIMA 7.0 "Transformasi Peradaban Akademik Menyongsong Revolusi Industri 5.0"
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v7i0.895

Abstract

In terms of access to mobilization/demobilization and the location is very steep, the dump load is minimal due to poor access. Very high rainfall has resulted in further delays in the implementation of work. ACBC (Asphalt Concrete Binder Course) asphalt foundation and top layer or asphalt surface wear layer ACWC (Asphalt Wearing Course) for the material used, namely Asphalt Emulsion CSS -1 or SS -1 layer thickness (AC-BC) solid with a thickness of 0.6 cm with a loose thickness of 7.4 cm, the layer thickness (AC-WC) was solid with a thickness of 0.5 cm and a loose thickness of 6.4 cm. AC-WC compaction is divided into 3 parts, namely first compaction (breakdown rolling), second compaction (intermediate rolling), final compaction (final rolling). The first compaction is carried out when the temperature reaches 111 C to 102 C or about 0 – 10 minutes from the time the AC – WC is held. This ride uses a tandem roller with the number of tracks according to the trial compaction. The second compaction is carried out at a temperature of 102 C to 83 C or about 10-20 minutes since the AC-WC was held. This event uses a Pneumatic Roller with the number of passes according to trial compaction. The final compaction was carried out at a temperature of 83 C to 63 C or around 20-45 minutes since the AC-WC was held. This event uses a Pneumatic Tandem Roller with 12 to 15 passes. In the work of the Cikowoan – Kadut Road Improvement Reconstruction Project in Majalengka Regency, the tools used are Mini Excavators, Asphalt Tanks and assistive devices (asphalt sprayer), Dump trucks, Tandem combin rollers, Mini iron wheel compactor machines (baby roller), soil compactor machine.
ANALISIS STRUKTUR PEMBEBANAN KONSTRUKSI BANGUNAN GEDUNG KEJAKSAAN NEGERI KABUPATEN MAJALENGKA Indrahayu, Agus; Hendrayana, Yayat; Kholiq, Abdul
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 7 (2023): STIMA 7.0 "Transformasi Peradaban Akademik Menyongsong Revolusi Industri 5.0"
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v7i0.945

Abstract

Dalam perencanaan struktur beton bertulang perlu adanya kepastian tentang keamanan struktur terhadap keruntuhan yang mungkin terjadi selama umur bangunan. Berbagai hal perlu ditinjau yang meliputi beberapa kriteria yaitu kekuatan, kekakuan, dan kemampuan menerima beban, sehingga diperoleh kekuatan yang optimum. Penelitian ini mengacu pada aturan Standar Nasional Indonesia (SNI) yang meliputi SNI 1726:2012, SNI 1727:2013, dan SNI 2847:2013. Analisis struktur pada penelitian ini dilakukan dengan bantuan program komputer SAP2000 v.14. Analisis dilakukan dengan pemodelan 3 dimensi, kemudian diperoleh momen ultimit dan beban aksial ultimit yang akan membantu dalam perencanaan tulangan balok dan kolom yang aman bagi bangunan. Hasil akhir analisis dari program komputer SAP2000 v.14 menunjukkan bahwa struktur balok dan kolom cukup aman untuk memikul beban mati, hidup, angin dan gempa. Dari hasil perencanaan diperoleh dimensi dan jumlah tulangan yang telah memenuhi syarat, dimana untuk balok ØMn > Mu, dan untuk kolom ØMn > Mu, ØPn > Pu
STUDI PASANGAN CCSP UNTUK PERKUATAN TANGGUL PADA PROYEK RENTANG IRRIGATION MODERNIZATION PROJECT Wahaerudin, Heru; Kholiq, Abdul
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 7 (2023): STIMA 7.0 "Transformasi Peradaban Akademik Menyongsong Revolusi Industri 5.0"
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v7i0.974

Abstract

An Irrigated Area is a unit of land that gets water from an irrigation network. Irrigation Networks are channels, buildings, and their complementary buildings that are a single entity necessary for the provision, division, administration, use and disposal of irrigation. The Range Irrigation Area is located in the lowlands of the lower reaches of the Cimanuk river in the northern part of Majalengka Regency from West Java Province. Irrigation Modernization This range is carried out because the irrigation system has not been modernized for decades, causing the performance of water services to be less than optimal. The use of materials for construction that is in the ground or groundwater level, namely by using Corrugated Concrete Sheet Pile (CCSP), Corrugated Concrete Sheet Pile (CCSP) is a concrete used for foundation structures or irrigation canals that function as soil retaining walls. Corrugated Concrete Sheet Pile (CCSP) is one of the products owned by a well-known concrete company, namely WIKA concrete. The type of CCSP used in this project is CCSP W325 B with a length of 9 meters. There are 3 stages of work regarding the Method of Implementing Corrugated Concrete Sheet Pile Pairs, starting from the Preparation, Erection of Corrugated Concrete Sheet Pile, Capping Beam Work.
The METHODS OF INSTALLATION OF CONCRETE BLOCK LINING IN THE RANGE OF IRRIGATION MODERNIZATION PROJECT IN JATITUJUH DISTRICT MAJALENGKA DISTRICT Sutisna, Laendra Anggara; Kholiq, Abdul
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 7 (2023): STIMA 7.0 "Transformasi Peradaban Akademik Menyongsong Revolusi Industri 5.0"
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v7i0.976

Abstract

The Range Irrigation Area is a national strategic project located in the lowlands of the lower reaches of the Cimanuk River in the Northeastern part of West Java Province. Modernization of Span Irrigation is carried out because the age of the irrigation system is decades old, causing the performance of water services to decrease. The use of materials for construction that are in the ground or the groundwater table is by using a Steel Sheet Pile (SSP) which is driven to form a cofferdam (kisdam), this aims to provide a dry work area, and so that the river channel continues to flow from upstream to downstream, while the objective of the Irrigation Modernization is the coating/installation of concrete block lining in river channels so as to reduce the water loss factor. Concrete block lining is a precast concrete specially designed for irrigation canals which functions as a retaining wall. There are 9 stages of work regarding the Concrete Block Lining Installation Implementation Method, starting from Preparation, Coffering, Dewatering, Cut And Fill, Subgrade, Concrete Block Lining, Caping Beam, Joint Sealent/Filler and Tool Shifting. Kata Kunci : Modernization of Irrigation, Steel Sheet Pile (SSP), Concrete Block Lining.
Co-Authors Abdul Aziz Abdul Jabbar, Ibrahim Abdul Rouf Abdullah, Rudi Abror, Ima Nur Agung Priambodo Ahalik Ahmad Fauzi Hendratmoko Aida Nur Fitria Khamima Ainun Nafiah, Lutfi Akbarizan Akbarizan Alamsyah - Alamsyah P, Agus Alfiatu Maghfiroh Amarudin, Amarudin Amiruddin, Mohd Zaidi Bin Anam, M. Khairul Anas Ahmadi Andriyanto, Octo Dendy Anita Ratnasari Ansori Hidayah, Ansori Anwar Sutoyo Ardiansyah, Fahmi Arifin, Muhamad Taufik Arthur Hulu, Samuel Asmiati Asmiati Assalim Tetra Putra, Moch. Prastawa Atmaja, Dwi Az-Zahra, Fatimah Azizah, Luluk Nur Azizan, Yoga Rifqi Bagus Priambodo Baharun, Segaf Bahri, Mat Bahrum Subagiya Bambang Guruh Irianto Bambang Yulianto Barda Nawawi Arief Budi Handayani Carolina, Lavia Luky Catur Wulandari Choirul Mahfud Christina Christina Bagenda Damara, Dandi Darlius DEBY ADELIA desy wulandari Dian Pratiwi Diana Aqidatun Nisa Didik Nurhadi Dinar Mahdalena Leksana 1 Diniyah, Wikayatul Djoko Sunarjanto Dodi Suryana Dwi K, Rizky Dwi Purwanti Dwi Vernanda DYP Sugiharto Edy Widodo Eko Budi Lelono Eko Soponyono Elia, Christopher Endang Purwaningsih Endang Sri Budi Herawati Endhy Septian Eny Latifah, Eny Erna Hayati, Erna Faisol Faisol Faiz Nafi'u Pradana, Much Farooq Mujahid, Muhammad Umer FATHARANI, ATIKA Fatkhul U, M. Miftah Fikriawan, Suad Firmansyah, Rendy Rizkyta Gilang Ramadhan Handar Subhandi Bakhtiar Haris, Supratno HARMANTO, ADI Hasan, Maulana Achmad Heri Purnomo Hermansyah Hermansyah Hernalom Sitorus Hidajati, Fitrijah Hidayatullah Ismail, Hidayatullah Huda, Muhamad Nurul Imam Abd. Khaliq Qawi Indrahayu, Agus Irma Diana Safitri Islah Islah, Islah Ismayanti, Eni Ismi Firdatul ‘Izzah Istiqomah Sumadikarta Istiqomah, Alfina Damayanti Iwan Erar Joesoef Jaenudin, Muhamad Jalil Jawhari, Abdul Jera, Almi Johan Erwin Isharyanto Juhairiah, Juhairiah Jumaryadi, Yuwan K, Rizky Dwi Kaban, Kevin Sulistyo Khafidhoh, Nirma Latifatul Khairunnas Jamal Khairunnas Rajab Khoiri, Abdul Aziz Khoirulhuda, Muhamad Satrio Kholik, Kholik Kiki Kusumawati KIKI SEPTARIA Kunarto Kurniawan, Turkhamun Adi Kusnarto Kurniawan Laila Badriyah Laksono, Kisyani Lamidi, Lamidi Lilik Mahmudah, Lilik Lukika, Riviangela Win Ayu Luthfiyah, Sari Lutviana, Mia M. Rosidi Zamroni M. Yogi Riyantama Isjoni M. Yusuf Maghfiroh, Laily Maharani, Nurrachma Mahendra, Farhel Gading Mahiroh, Nailil Widad Mahmud Yunus, Riza Masood, Faraz Maulana, Rifki Ryan Melzak, Ebony Miftahus Sholihin Mifthahul Maghfiroh, Anita Moh. Ahsan Shohifur Rizal Moh. Arif Susanto Mufidhatul Jannah, Anis Muflih Ridwan, Muhamad Muhammad Arif Aziz Muslikah Muslikah, Muslikah Nailah Rizqia Azhar Najwa Mu`minah, Khurin Nasrullah Natrion Nindy Irzavika Niqotaini, Zatin Ni’matul Kafiyah, Fitroh Nurdiana, Iyan Nurdin H Abd Rahman S. Nurmala, Farida Nurman, Moh NURUL HIDAYAH Nurul Hidayati Panjaitan, Bosar Parangu, Kaukabilla Alya Parno Pasla, Jimli Phuoc, Jeong Chun Pradana, Rana Prastowo, Diko Pratiwi Ayu Sri D. Prawira, Rio Nusa Putri, Febi Qorin Annida Salma Rahmat Agus Santoso Ramandani, Rifan Rathod, Yagnik Retno Hariati Riama Sibarani Rinaldhi, Aditya Sugeng Rizal, Moh Ahsan Shohifur Rizal, Moh. Ahsan Shohifur Rizky Maulana, Rizky Rofiah, Zaimatur Rofi’ah, I’anatur Rohaedi, Diding Wahyudin Rohendi, Muhamad Rohmah, Ni’matur Romadhini, Novita Nur Azize Rosyid, Muhamad Muhktar Rusli Hereng Sa'diyah, Maemunah Sabar, Muhamad Safira, Dewi Sari, Rina Novita Satrio, Rio Sembada, Abdi Septarini, Ridhotin Alwiyana Setyo Admoko Shania, Mila Shofiyah Sianturi, Heriston Silivian Dewi, Nurmala Silvana, Pamela Mega Sina, Hendrikus Sitorus, Berlin P Sri Rachmawati H S Sri Setiawati SUCI RIYANTI Sugiyo Sugiyo Suhartono Suherman, Suherman Sujito Sujito Sukarno Bahat Nauli Sulaiman, Akhmad Nurali SULIYANAH SULIYANAH Sumber, Sumber Sunawan, S Surjaya, Asep Suryana, Dodi Sutikno, Edi Sutisna, Laendra Anggara Suyanto, Vincentius Simon Syaifudin Syaifudin, Syaifudin Syam, Muhamad Auza Taruna, Azis Terra Whisnu Murti Tetraputra, M. Prastawa Assalim Tohirin Tohirin Tri Ferga Prasetyo Triana Rahmawati Turkhamun Adi Kurniawan Umam, Moch. Zuhrul Utomo, Bedjo Utomo, Dian Purbo Wachyu Hari Haji Wahaerudin, Heru Waluyan, Vrimadieska Ayuanissa Wiati Gusti, Kharisma Wibowo, Teguh Setiawan Widyanto, Priyo Bagus Wulandari, Hania Wulandari, Neng Ayu Wulansari, Christina Yayat Hendrayana, Yayat Yoga Rifqi Azizan Yonita Shelly Anggraeni Zainal Abidin Achmad Zainuddin, Abu