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ANALYSIS AND DESIGN STRUCTURE OF BUILDING OFFICE AND ADMINISTRATIVE AL-BAHJAH CIREBON Rama Bhakti Wibawa; Arief Firmanto
Journal of Green Science and Technology Vol 3, No 3 (2019)
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v3i3.2756

Abstract

ABSTRACTAl-Bahjah is a formal and non-formal educational institution that combines general education with Al-Quran which is located on PangeranCakrabuana Street,Sumber, Cirebon District. The construction of Building Officeand Administration Al-Bahjah is indispensable as a center for management and administration.The planning of the Building Office and Administrative Al-Bahjah has a floor size of 30 m x 14 m with 5 floors of structure and building height of 19.60 m. The building structure is designed with reference to SNI 1727 - 2013, PPIUG 1987, SNI 2847 - 2013 and SNI 1726 - 2012.The static equivalent analysis method is used in analyzing earthquakes. The structure lies in the class of medium land sites (SD) and is included in the type D Seismic Design Category, so the earthquake force on the structure is planned using a configuration of the structure of the Special Moment Resisting Frame (SMRF).ETABS v9.6 structure analysis program is used to help structure modeling and calculate internal forces acting on the structure, with the material used is concrete f'c 25 Mpa, reinforcementfy 400 Mpa and fy 240 Mpa.Keyword: SNI 1727-2013, PPIUG 1987, SNI 2847-2013, SNI 1726-2013, Seismic Design Category D,Lateral Equivalent Analysis, SMRF, ETABS v9.6.0
ANALYSIS STRUCTURE OF BUILDING LOCAL GOVERNMENT 2 KARAWANG WITH CONCRETE STRUCTURE Rio Supriyatna; Arief Firmanto
Journal of Green Science and Technology Vol 2, No 3 (2018): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v2i3.2143

Abstract

Desire to have a local government of Karawang office is quite  magnificent service complete with adequate facilities that can support a variety of work activities of Government Officials and employees, it is the hope of the ideal and coveted by all circles. However, of course, in realizing a high desire that must be supported by substantial costs sourced from local revenue sources that in fact the people's money too, would be comparable and parallel with the level of service to thecommunity.However, fears as above hopefully not happen because the purpose 5th floor of building local government 2 Karawang certainly has a good purpose for increased imagery and public services for the people in the city's mayor. Thus will be realized an order of life is getting better with the presence of a complete service of policy makers in the Karawang City, which in turn will encourage improvements in the economy of the community.The building local government 2 using concrete structure. On the basis of the criteria safety and excellent service then loading the planning process should be in accordance with SNI-1727-2013 as well as the structural design of the building should refer to SNI-2847-2013 specification for structural steel buildings, other than that in the calculation of earthquake engineering should also refer to the SNI-1726-2012.Keyword : Analysis structure, Etabs, frame section, deflection.
ANALYSIS STRUCTURE THE PT. TEMPO LAND BUILDING Subhan Manthofani; Arief Firmanto
Journal of Green Science and Technology Vol 1, No 1 (2017): Journal of Green Science and Technology
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v1i1.1037

Abstract

Mundu  is  an  area  in  the  district of  Cirebon  that  passed  by  the Pantura lane, in the area of the Mundu there are various kinds of  trading industry, one of which is the trading industry from PT.  TEMPO LAND that are producing  medicines  for  health.  In  order  to  create  a  good  production and  marketing, so  in  the  area  is  built  office production  and  marketing  of PT. TEMPO LAND.PT.  TEMPO  LAND  is  a  group  company  in  the  form  of  by  the TEMPO GROUP or PT. TEMPO SCAN PACIFIC Tbk . The company PT. TEMPO GROUP  started  its  business  on  November 3, 1953. Production from this company produces a variety of pharmaceutical and healthcare products with different brands.   In  order  to  create  a  structure  that  is  safe  and  meets serviceability limit, so in the process of design the building structure must be according  to  SNI  - 2847  - 2013  of  reinforced  concrete,  which  is  the latest regulations adapted from the latest material technology development refers to the AISC. Beside planning, the  loading  structure  must  be according to SNI – 1727 – 2013 , then  for  calculation  of  earthquake engineering refers to SNI – 1726 – 2012.Analysis  structure  using  SAP2000,  for  the  material  of  structures  is used  concrete  including  frame  section  (column,  sloof,  beam,  and  slab). And then the  result  from  analysis  are  the  PT.  TEMPO  LAND  building  is safe  or  not,  with  check  the  deflection  and  check  load  maximum  permit from analysis foundation of PT. TEMPO LAND.Keywords : Analysis structure, SAP2000, frame section, deflection.
ANALYSIS STRUCTURE OF THE NEW BUILDING PKU MUHAMMADIYAH ISLAMIC HOSPITAL TEGAL Yusril Ramadhan; Arief Firmanto
Journal of Green Science and Technology Vol 3, No 3 (2019)
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v3i3.2758

Abstract

ABSTRACTMuhammadiyah Islamic Hospital Tegal, built a 5 floor building to improve the quality of services in the health sector. Health access and more complete services in the district of Tegal are indeed expected by the community so that the community can get better health services.Muhammadiyah Islamic Hospital Tegal used a reinforced concrete structure and designed with reference to SNI 1727 :2013, PPURG 1987, SNI 2847 :2013 and SNI 1726 :2012.The static equivalent and the dynamic response spectrum analysis method is used in analyzing earthquakes load. The earthquake force on the structure is used a configuration of the structure of the Special Moment Resisting Frame System (SMRFS).Analysis structure at this building used a software ETABS v9.6.0to help structure modeling and calculate internal forces acting on the structure.Keyword: SNI 1727:2013, PPURG 1987, SNI 2847:2013, SNI 1726:2013, Response Spectrum, Lateral Equivalent Analysis, SMRF, ETABS v9.6.0
ANALISIS STRUKTRUR BANGUNAN DI GEDUNG KANTOR CABANG PELAYANAN DINAS PENDAPATAN PROVINSI WILAYAH MAJALENGKA Firmanto, Arief
Syntax Literate Jurnal Ilmiah Indonesia
Publisher : CV. Ridwan Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (46.674 KB)

Abstract

ANALISIS DESKRIPTIF INFRASTRUKTUR PELABUHAN PT PELINDO CABANG CIREBON JAWA BARAT Firmanto, Arief
Syntax Literate Jurnal Ilmiah Indonesia
Publisher : CV. Ridwan Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (180.822 KB)

Abstract

Pelabuhan Cirebon adalah pelabuhan yang dibangun pada masa Kesultanan Cirebon dan terus dikembangkan oleh Belanda hingga masa sekarang. Pelabuhan ini terletak di Jalan Perniagaan 4 Kota Cirebon. Penelitian ini bermetodekan studi kasus dengan pendekatan analisis deskriptif. Tempat penelitian ini adalah Pelabuhan Cirebon yang terletak di Kota Cirebon. Subjek penelitian ini adalah karyawan dan pekerja di Pelabuhan Cirebon. Objek penelitian ini adalah infrastruktur pelabuhan yang menunjang aktivitas pelabuhan. Hasil dari penelitian ini menyebutkan bahwa, pelabuhan ini memiliki 3 kolam utama, yakni kolam alur masuk dengan luas 2.500 x 70 meter2, Kolam Pelabuhan dengan luas 10,92 meter2, dan Kola Pelra dengan luas 1.406 meter2, 4 dermaga utama yang masing berukuran 355 meter2, 480 meter2, 179 meter2, dan 150 meter2, dan fasilitas penyimpanan Pelabuhan Cirebon yang terdiri dari lapangan konvensional seluas 14.120 meter2 dan gudang seluas 8.342 meter2. Seluruh infrastruktur ada dalam kondisi cukup baik dan ada beberapa bagian yang harus diperbaharui atau diperbaiki.
ANALISIS REHABILITASI JALAN PEDESAAN AKIBAT BENCANA (BANKEU PROV) PEKERJAAN PERBAIKAN JALAN UJUNGBERUNGBALAGEDOG DESA BALA GEDOG KEC. SINDANGWANGI KABUPATEN MAJALENGKA Firmanto, Arief
Syntax Literate Jurnal Ilmiah Indonesia
Publisher : CV. Ridwan Publisher

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Abstract

Design of Comfortable Structure of Junior High School Building By Using ETABS Software Malfazan Abda'u malfazan; Muhammad Azrial Akbar; Sudarno Sudarno; Arief Firmanto
Jurnal Syntax Transformation Vol 5 No 11 (2024): Jurnal Syntax Transformation
Publisher : CV. Syntax Corporation Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46799/jst.v5i11.1018

Abstract

Ibnu Abbas Foundation intends to build a four-story school building for junior high school in Talun District, Cirebon Regency. This study aims to design a school building structure that is comfortable, safe, and meets earthquake-resistant standards using ETABS software. The design process includes structural planning, analysis of building response to static and dynamic loads such as dead load, live load, wind load, and earthquake load, as well as detailed design of structural elements such as floors, columns, beams, and foundations. This research method uses a calculation approach that refers to the applicable Indonesian National Standards (SNI), namely SNI 2847: 2019 for structural planning, SNI 1727: 2020 for load planning, and SNI 1726: 2019 for earthquake resistant planning. The planning process uses the Response Spectrum SRPMK method and is assisted by ETABS software for structural analysis and design. The planning results show that the four-story school building structure can be built safely using a pile foundation with a depth of 4.4 meters and diameters of 50 and 60 cm. The foundation is able to withstand the load of the planned structure. The structural elements of the school building are planned using reinforced concrete with a material quality of K-300 for the frame and K-350 for the columns. The main reinforcement used is BJTS 420A, and the transverse reinforcement is BJTP 280.
RETAINING WALL PLANNING IN WASTE MANAGEMENT P., Adz-Dzyikri Apriliansyah; Rendiansyah, Inggy; F., Ridho Naufal; Firmanto, Arief
International Journal of Social Service and Research Vol. 4 No. 10 (2024): International Journal of Social Service and Research
Publisher : Ridwan Institute

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46799/ijssr.v4i10.987

Abstract

This study aims to analyze the performance and productivity of heavy equipment as well as the volume of waste produced in a waste disposal area (TPSA) located in Kuningan Regency. The research was carried out at the Ciniru TPSA located in Jalaksana District, Kuningang Regency, with the aim of finding out the data on the volumes of waste, transport trucks, and excavator heavy equipment. The results show that the amount of existing waste in the area reaches 630 m3 with an average amount of irritation of 71 times per day. In addition, the production of heavy machinery for garbage trucks, excavators, and bulldozers reaches 128.07 m3/hour, which is a working time of 8 hours and operational costs of Rp 244,957/hour, respectively. The findings of this study offer valuable information on the effectiveness of retaining walls in mitigating environmental impact, protecting agricultural areas, and improving waste handling practices. Moreover, investigating methods to extend landfill lifespan through improved spatial planning and capacity forecasting will be crucial, especially for regions facing waste overflow challenges in the near future.
ANALYSIS STRUCTURE THE PT. TEMPO LAND BUILDING Subhan Manthofani; Arief Firmanto
Journal of Green Science and Technology Vol 1 No 1 (2017): Journal of Green Science and Technology
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v1i1.1037

Abstract

Mundu  is  an  area  in  the  district of  Cirebon  that  passed  by  the Pantura lane, in the area of the Mundu there are various kinds of  trading industry, one of which is the trading industry from PT.  TEMPO LAND that are producing  medicines  for  health.  In  order  to  create  a  good  production and  marketing, so  in  the  area  is  built  office production  and  marketing  of PT. TEMPO LAND.PT.  TEMPO  LAND  is  a  group  company  in  the  form  of  by  the TEMPO GROUP or PT. TEMPO SCAN PACIFIC Tbk . The company PT. TEMPO GROUP  started  its  business  on  November 3, 1953. Production from this company produces a variety of pharmaceutical and healthcare products with different brands.   In  order  to  create  a  structure  that  is  safe  and  meets serviceability limit, so in the process of design the building structure must be according  to  SNI  - 2847  - 2013  of  reinforced  concrete,  which  is  the latest regulations adapted from the latest material technology development refers to the AISC. Beside planning, the  loading  structure  must  be according to SNI – 1727 – 2013 , then  for  calculation  of  earthquake engineering refers to SNI – 1726 – 2012.Analysis  structure  using  SAP2000,  for  the  material  of  structures  is used  concrete  including  frame  section  (column,  sloof,  beam,  and  slab). And then the  result  from  analysis  are  the  PT.  TEMPO  LAND  building  is safe  or  not,  with  check  the  deflection  and  check  load  maximum  permit from analysis foundation of PT. TEMPO LAND.Keywords : Analysis structure, SAP2000, frame section, deflection.