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Konstatinus, ayub
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Civil Engineering, Building, Construction & Architecture Engineering Transportation

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PERENCANAAN MANAJEMEN PROYEK KONSTRUKSI PADA KANTOR KESYAHBANDARAN DAN OTORITAS PELABUHAN KABUPATEN KETAPANG: PERENCANAAN MANAJEMEN PROYEK KONSTRUKSI PADA KANTOR KESYAHBANDARAN DAN OTORITAS PELABUHAN KABUPATEN KETAPANG utami, sonia; Arianti, iin; Konstatinus, ayub; Cahyani, yasnita
RETENSI Vol. 2 No. 1 (2021): Retensi
Publisher : Jurusan Teknik Sipil Polnep

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31573/retensi.v2i1.426

Abstract

Ketapang Regency is one of the areas that has a considerable influence on the socio-economicdevelopment of the community, especially sea transportation. In facilitating the supervision of theentry and exit of sea transportation at the port of Ketapang Regency, it is necessary to build theHarbormaster Office and the Port Authority. In the construction of the Ketapang RegencyHarbormaster and Port Authority Office, it is necessary to have good and correct planning in terms oftime, cost, quality, human resources, and an environmental occupational safety and healthmanagement system so that the project can be completed on time and efficiently. The method used inthe management of this Construction Project is the SNI method covering five aspects, namely costmanagement in the form of a budget plan, time management in the form of a barchart, S curve andnetwork planning, human resource management in the form of labor requirements, qualitymanagement in the form of a work plan of requirements. requirements and management systems foroccupational safety and health in the form of the number of personal protective equipment required.The costs needed for the construction of the Kesyahbandaran Office and the Port Authority ofKetapang Regency are 9,129,893,000.00 within a period of 24 weeks 180 calendar days, with aworkforce requirement of 113 workers per week, a work plan with conditions as a reference, as wellas 78 pieces of personal protective equipment needed.
PERANCANGAN GEDUNG KANTOR SEWA BORNEO KHATULISTIWA 4 LANTAI DENGAN MENGGUNAKAN BETON BERTULANG JALAN JENDERAL AHMAD YANI KOTA PONTIANAK: PERANCANGAN GEDUNG KANTOR SEWA BORNEO KHATULISTIWA 4 LANTAI DENGAN MENGGUNAKAN BETON BERTULANG JALAN JENDERAL AHMAD YANI KOTA PONTIANAK yazid, faiz; Syahrani, Deny; Konstatinus, ayub; kurnadi, riksa
RETENSI Vol. 3 No. 1 (2022): Retensi
Publisher : Jurusan Teknik Sipil Polnep

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31573/retensi.v3i1.499

Abstract

The office is a place for business people to carry out their activities. The office is the main supporter of activitiesfor business people, because in addition to being a place for their activities, the office can also be an image orclass for business because business is a commercial activity. using a reinforced concrete structure and planned 4floors. In designing the building, the priority is the strength of the office building structure so as not to cause aloss and also loss of life with the design of the building using the Intermediate Moment Bearing Frame System.The rental office building is designed to be strong against several combinations of loads such as dead loads, liveloads, wind loads and earthquake loads. This method of calculating the Equatorial Borneo rental office buildingcollects land data and image data as the basis for the design. In the depiction using the AutoCad program andthe engineering analysis using the SAP 2000 3D program, as well as the calculation of building structuresreferring to SNI 03-2847-2013 for concrete structures, SNI 1727-2013 regarding minimum loads and LoadingPlanning for Houses and Buildings (PPURG) 1987 and SNI 1729-2019 for earthquake-resistant buildingstructures. The results of the structural design are the thickness of the ground floor slabs to the 4th floor and Dakhas a plate thickness of 100 mm 6, the dimensions of the main beam structure are 30 x 60 cm with D16 mainreinforcement and begel reinforcement 8-200 mm child beams 20 x 40 cm D16 main reinforcement as well asbegel reinforcement 8-150 mm. Column dimensions are 50 x 50 cm D16 principal reinforcement and 10-200 mmbegel reinforcement using 300x 300 mm piles with 3.3 x 3.3 pile caps with main reinforcement and stirrupreinforcement with a depth of 27 m. From the results of the design and calculation of the structure of theEquatorial Borneo rental office building, it can be a reference for analysis purposes in the design of the nextbuilding.
PERENCANAAN STRUKTUR GEDUNG APARTEMEN 5 LANTAI PADA JALAN MAJOR ALIANYANG, KABUPATEN KUBU RAYA (STRUCTURAL PLANNING OF A 5-STORY APARTMENT BUILDING ON MAJOR ALIANYANG STREET, KUBU RAYA REGENCY): PERENCANAAN STRUKTUR GEDUNG APARTEMEN 5 LANTAI PADA JALAN MAJOR ALIANYANG, KABUPATEN KUBU RAYA (STRUCTURAL PLANNING OF A 5-STORY APARTMENT BUILDING ON MAJOR ALIANYANG STREET, KUBU RAYA REGENCY) Ramadana Putra, Hari; Anggraini, irene; Konstatinus, ayub; Rizky Priandra, Muhammad
RETENSI Vol. 4 No. 1 (2023): Retensi
Publisher : Jurusan Teknik Sipil Polnep

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31573/retensi.v4i1.694

Abstract

The development of apartments is very suitable for the millennial lifestyle, which heavily relies on technology,comfort, and compact yet functional home design, especially due to the economic growth of society and thesurge in productive age and millennials. These apartments are planned in Kubu Raya Regency. The structuraldesign is one of the most crucial elements of building planning; reinforced concrete will be used in thebuilding's construction.. The building structure consists of Roof Slab, Floor Slab, Beams, Columns, andFoundation. This apartment structure has five levels, each measuring four meters in height.. This apartmentbuilding is designed to withstand earthquakes and is located on Major Alianyang Street, Kubu Raya Regency,West Kalimantan Province. Earthquake planning uses response spectrum according to SNI 1726-1029. Loadcalculations are in accordance with SNI1727-2020 and PPURG 1987. The requirements for structuralconcrete of the building are according to SNI 2837-2019, and the chosen calculation method for this buildingis the Medium Moment Resisting Frame System (SRPMM). From the calculation results, the thickness of theroof slab and floor slab is 13 cm; sloof beam with dimensions of 35 cm x 70 cm; main beam with dimensionsof 30 cm x 60 cm; secondary beam 1 with a thickness of 20 cm x 40 cm; secondary beam 2 with a thickness of30 cm x 15 cm; column with dimensions of 70 cm x 70 cm; shear wall with a thickness of 30 cm; pilecapfoundation size is 350 cm x 350 cm x 700 cm, while the dimensions of the minipile are 40 cm x 40 cm.Keywords: Reinforced Concrete Structure, Structural Planning, 5-story Building
Co-Authors Cahyani, yasnita Iin Arianti Irene anggraini kurnadi, riksa Ramadana Putra, Hari Rizky Priandra, Muhammad Syahrani, Deny utami, sonia yazid, faiz