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Irene anggraini
Prodi Ilmu Komunikasi Universitas Kristen Petra
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PENGEMBANGAN APLIKASI IKAD JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI PONTIANAK: PENGEMBANGAN APLIKASI IKAD JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI PONTIANAK oke, iapoke oke; Nernawani, Nernawani; Anggraini, irene
RETENSI Vol. 1 No. 1 (2020): Retensi
Publisher : Jurusan Teknik Sipil Polnep

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31573/retensi.v1i1.295

Abstract

Dalam era kemajuan dalam mendapatkan informasi saat ini, evaluasi penilaian kinerja fungsional Dosen dalam suatu kegiatan belajar dan mengajar yang terdapat di Jurusan Teknik Sipil Politeknik Negeri Pontianak masih saja pejabat Quality Anssurance atau penjamin mutu dalam hal penilai dalam hal Indeks Kinerja Akademik Dosen (IKAD) masih saja melakukan dengan cara manual dengan melakukan penilaian langsung kepada mahasiswa dengan mengunakan kertas dan membutuh waktu yang cukup lama sehingga menjadi lama dan tidak efisien. Terlebih lagi dengan adanya wabah pandemi Covid-19 yang membuat proses belajar mengajar berubah dari tatap muka menjadi daring atau kelas online maka tidak akan memungkinkan melakukan tatap muka di karena kan pandemik tersebut, oleh karena itu utnuk memudahkan melakukan penilaian IKAD ini. Maka dari itu dengan adanya pengembangan IKAD di web jurusan sehingga pejabat Quality Assurance dapat dimudahkan dalam mengelola data – data pekerjaan penilaian IKAD.
PERENCANAAN STRUKTUR BAJA PADA PEMBANGUNAN APARTEMEN 7 LANTAI DI JALAN PARIT H HUSIN II: PERENCANAAN STRUKTUR BAJA PADA PEMBANGUNAN APARTEMEN 7 LANTAI DI JALAN PARIT H HUSIN II rahmadani, rini; Miranda, Mia Amalia; Anggraini, irene
RETENSI Vol. 1 No. 2 (2021): Retensi
Publisher : Jurusan Teknik Sipil Polnep

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31573/retensi.v1i2.389

Abstract

Having a place to live like an apartment is an alternative solution for the population that is not comparable to land for building a place to live. Steel has been used for a long time because of its advantages compared to other materials such as concrete. Steel structure planning refers to SNI 1729-2015 (Specifications for structural steel buildings), SNI 1727-2013 (Minimum load for designing buildings and other structures), PPPURG 1987 (Guidelines for loading planning for houses and buildings), SNI 1726-2019 (Earthquake Resistance Planning for Buildings and Non-Buildings) and others. The analysis was carried out with ETABS software, the calculation results obtained that the thickness of the floor plate was 9 cm, beam dimensions used IWF profiles 450.200.9.14, IWF 506.201.11.19, IWF 400.200.8.13, IWF 800.300.14.26, and IWF 700.300.12.24, column dimensions using H profiles 538.477.90.90, and the H profile 418.417.30.30. The structural connection is planned as a connection with high bolt quality, namely A325.
PERBAIKAN SIFAT KIMIA RED MUD(RM) DENGAN MENGGUNAKAN BAKTERI PROBIOTIK: PERBAIKAN SIFAT KIMIA RED MUD(RM) DENGAN MENGGUNAKAN BAKTERI PROBIOTIK marini, lelly; Hariyani, susi; Anggraini, irene
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.v2i1.428

Abstract

ed mud (RM) is waste from a series of bauxite mining processes, with the amount of RM producedaround 1.2 – 1.4 tons for every 1 tonne of alumina produced. RM has chemical properties that are quitedangerous because in addition to containing a lot of non-degradable metals, it also contains a strong base witha pH of around 13-14. If released in its original condition, RM is very dangerous because it could cause waterand soil pollution in the mining environment and could cause disease in humans. All the time, the handling ofRM is by making tailing dam or piling up the subsoil of the highway in the area around the mine which costs alot of money to restore the pH close to neutral before use because the requirement to be released into theenvironment around the allowable pH value is a minimum of 9. Therefore, in this study, the author uses asolution, namely by utilizing the biological activity of probiotic bacteria microorganisms, it could live in analkaline environment and are safe for humans and environmentally friendly. By mixing RM with activatedprobiotic bacteria which will be carried out direct observation of the sample and measuring the pH value. Witha total sample of 27 samples based on variations in the number of active probiotic bacteria mixed and theincubation time of bacteria, the results showed that the more active probiotic bacteria were mixed into the RMand the longer the incubation time of the bacteria, the pH indicator showed close to neutral, namely 8-9. It isalso supported by direct observations based on shape, color, smell and touch, showing that the harmfulchemical properties of RM are decreasing.
PERENCANAAN STRUKTUR GEDUNG KANTOR PELAYANAN PAJAK (KPP) JALAN ARTERI SUPADIO KABUPATEN KUBU RAYA: PERENCANAAN STRUKTUR GEDUNG KANTOR PELAYANAN PAJAK (KPP) JALAN ARTERI SUPADIO KABUPATEN KUBU RAYA Febrianto, Tomy; Anggraini, irene; Fitriani, Nurul
RETENSI Vol. 2 No. 2 (2022): Retensi
Publisher : Jurusan Teknik Sipil Polnep

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31573/retensi.v2i2.486

Abstract

Kabupaten Kubu Raya merupakan hasil pemekaran dari Kabupaten Mempawah. Tujuan dari pemekaran Kabupaten Kubu Raya ini adalah untuk meningkatkan kesejahteraan masyarakat, pemerataan pembangunan, mendekatkan pelayanan terhadap masyarakat serta mengefektifkan rentang kendali penyelenggaraan pemerintahan. Kabupaten Kubu Raya sendiri masih kekurangan berbagai macam insfratuktur pedukung, salah satunya masih kekurangan gedung kantor pelayanan pajak untuk masyarakat. Memiliki kantor pelayanan pajak yang strategis dapat membantu mempermudah pelayanan pajak di kabupaten itu sendiri. Dimana dalam penelitian, ini dilakukan Perencanaan Gedung Kantor Pelayanan Pajak (KPP) yang menggunakan material struktur beton yang mengacu pada SNI 1727:2013, SNI 2847:2013, untuk gempa mengacu pada SNI 1726:2019, dan untuk menentukan pembebanan bangunan mengunakan PPURG 1987, sedangkan untuk analisis dilakukan dengan softwere SAP2000 dan hitungan secara manual. Dari data perencanaan dengan luasan bangunan 25 m x 25 m, dan keseluruhan tinggi bangunan adalah 17.50 m, didapat tebal pelat atap dak 12 cm, tebal pelat lantai 12 cm, dimensi balok induk 25 cm x 50 cm dan dimensi balok anak 20 cm x 40 cm, dimensi kolom 35 cm x 35 cm, dan ukuran pondasi 2 m x 2 m dengan menggunakan tiang pancang 25 cm x 25 cm yang berjumlah 9 batang. Dari semua data bangunan diatas dapat di simpulkan dari hasil perhitungan bahwa mampu menahan semua gaya/momen yang terjadi pada bangunan.
PERANCANGAN STRUKTUR BETON BERTULANG ASRAMA MAHASISWA KAPUAS HULU DI KOTA PONTIANAK: PERANCANGAN STRUKTUR BETON BERTULANG ASRAMA MAHASISWA KAPUAS HULU DI KOTA PONTIANAK Suparman, Dedy; Anggraini, irene; Irvan, Rahadi
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.v3i1.505

Abstract

Asrama mahasiswa merupakan suatu lingkungan perumahan sebagai tempat tinggal mahasiswa selama menjalani perkuliahan. Kebutuhan akan asrama semakin meningkat seiring terbukanya akses mahasiswa dari berbagai daerah khususnya mahasiswa dari Kabupaten Kapuas Hulu untuk kuliah di suatu perguruan tinggi. Kabupaten Kapuas Hulu merupakan daerah yang berjarak 588 km dari kota Pontianak. Perancangan Gedung Asrama Mahasiswa Kapuas Hulu ini dirancang pada lahan kosong berukuran 37m x 47m yang terletak di Jalan Sepakat 1, Kelurahan Bansir Laut, Kecamatan Pontianak Tenggara, Kota Pontianak. Pada perancangan struktur terdapat beberapa hitungan yang akan menunjang ukuran dan dimensi tulangan yaitu perhitungan berat sendiri banguanan, beban mati, beban hidup, beban amgin dan juga beban gempa. Pada Peraturan PERMEN PUPR Nomor. 5/PRT/M/2016 pasal 31 ayat (2) dalam hal setiap bangunan gedung yang direncanakan di Indonesia harus memenuhi standar-standar persyaratan tahan gempa. Perancangan gedung asrama ini menggunakan sistem rangka pemikul momen menengah (SRPMM), dengan metode perhitungan menggunakan data tanah setempat dan penggambarannya menggunakan program AutoCad dan analisa perhitungannya menggunakan program SAP 2000 3D, serta perhitungan struktur bangunan mengacu pada SNI 03-2847-2013 untuk struktur beton, SNI 1726-2019 untuk struktur tahan gempa dan mengenai beban minimum serta Perencanaan Pembebanan untuk Rumah dan Gedung (PPURG) 1987. Hasil perancangan struktur berupa tebal pelat yaitu 100 mm dengan tulangan Ø10, untuk dimensi struktur balok 20 x 40 cm dengan tulangan pokok D16 dan jarak tulangan begel disepanjang sendi plastis Ø8-86 mm serta tulangan begel diluar sendi plastis Ø8-170 mm. Dimensi kolom 35 x 35 cm dengan tulangan pokok D16 dan tulangan begel sepanjang Io adalah Ø8-70 mm serta jarak tulangan begel yang diluar Io adalah Ø8-70 mm. Ukuran Pile cap 2,1 x 2,1m dengan ukuran tiang pacang 0,25 x 0,25 m serta kedalaman tiang pancang yaitu 22 m.
PERENCANAAN STRUKTUR BETON BERTULANG GEDUNG APARTEMEN BEJI DI PONTIANAK DENGAN MENGGUNAKAN SISTEM FLAT SLAB: PERENCANAAN STRUKTUR BETON BERTULANG GEDUNG APARTEMEN BEJI DI PONTIANAK DENGAN MENGGUNAKAN SISTEM FLAT SLAB Maharani, Adinda Putri; Oktaviani, febri; Anggraini, Irene
RETENSI Vol. 5 No. 1 (2024): Retensi
Publisher : Jurusan Teknik Sipil Polnep

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31573/retensi.v5i1.979

Abstract

This planning aims to plan a reinforced concrete structure for the Beji Apartment Building in Pontianak by implementing a Flat Slab system. The research methods used include data collection, structural pre-design, structural modeling with the ETABS program, structural analysis, structural control, reinforcement design using Excel, and building dimension drawings with the AutoCAD program. The Flat Slab system was chosen because of its advantages in construction efficiency and spatial flexibility. The planning was carried out based on the SNI 2847:2019 standard concerning Procedures for Calculating Concrete Structures for Buildings. Structural analysis was carried out using ETABS and SpColumn software, which allows accurate load modeling and simulation. The results of the analysis show that the Flat Slab system is able to distribute the load evenly and provide adequate stability for multi-storey buildings. In addition, this system reduces the need for beams, thus adding to the aesthetics of the interior space of the building. From the results of the study, overall, the main structure of the building with the Flat Slab method (without beams) is able to withstand the loads that occur and is safe from punching shear failure which is something that can be risky in Flat Slab planning. Until now, there has been no use of Flat Slab structural system in Pontianak, so its application in this project can be a significant innovation in the development of construction in the region. The conclusion of this study is that the Flat Slab system is an efficient and effective choice for the construction of apartment buildings in areas with typical Pontianak soil conditions. Recommendations for further research are to test the performance of this system in earthquake load scenarios and evaluate the construction cost compared to other structural systems. Keywords: Planning, Apartment, Flat Slab, Drop Panel
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 Adinda Putri Maharani Ahmad Muhtadi Asmadi asmadi Elvira . Febrianto, Tomy Fitriani, Nurul Hafiyyan, Qalbi Hariyani, Susi Helyanto, Helyanto ikhwan Arief Purnama Irvan, Rahadi Konstatinus, ayub lelly marini M Yusuf Miranda, Mia Amalia Nernawani, Nernawani oke, iapoke oke Oktaviani, febri Perangin Angin, Imanuel Kemenangenta Purnama, Ihkwan Arief Rabihati, Etty Rahmadani, Rini Ramadana Putra, Hari Ramadhansyah Pulungan, Anugrah Prima Randy Setiawan, Randy Reski, Indah Anjar Rizal Rizal Rizki Falah, Andi Muhammad Rizky Priandra, Muhammad Ryanti, Eva Sarpawi, Sarpawi Sasongko, Hartanto Wahyu Suparman, Dedy