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All Journal Nature: National Academic Journal of Architecture Jurnal Linears Journal of Islamic Architecture Journal TEPAT: Teknologi Terapan untuk Pengabdian Masyarakat Jurnal Penelitian Enjiniring Fakultas Teknik Unhas
Imriyanti Imriyanti
Departemen Teknik Arsitektur, Fakultas Teknik, Universitas Hasanuddin
Aerospace Engineering Arts Humanities Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Engineering Industrial & Manufacturing Engineering Public Health Other

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ANALISIS PERANCANGAN STRUKTUR BETON BERTULANG UNTUK FUNGSI RENTAL OFFICE 30 LANTAI DENGAN PENEKANAN SISTEM RIGID FRAME BERKANTILEVER Bunadi, Reinhart; Junus, Nasruddin; Imriyanti, Imriyanti
Nature : National Academic Journal of Architecture Vol 5 No 2 (2018): Nature
Publisher : Department of Architecture, Faculty of Science and Technology, Alauddin State Islamic University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24252/nature.v5i2a10

Abstract

Abstrak_ Kota Makassar semakin berkembang ditandai dengan banyaknya bangunan berlantai banyak, termasuk fungsi perkantoran serta ide desain arsitektural bangunan cenderung memvariasikan struktur sebagai daya tarik desainnya, struktur bangunan menjadi perhatian utama.Penelitian ini membahas tentang analisis struktur rigid frame berkantilever gedung kantor sewa 30 lantai dengan material beton bertulang. Analisis bertujuan menentukan detail struktur yang tepat untuk bangunan tersebut dengan program SAP2000 v.14. Penelitian bersifat kuantitatif karena menentukan dimensi struktur. Adapun penelitian bersifat komparatif. Struktur penopang cantilevered slab diberi dua alternatif, yaitu model 1 dan model 2. Terhadap beban-beban nongempa, model 1 lebih stabil sebesar 3,2%-10,39% dari model 2. Terhadap beban-beban gempa, model 1 cenderung lebih stabil dengan selisih efisiensi terbesar 37,7%-45,4% pada beban gempa respon spektrum. Adapun tulangan kolom menggunakan tulangan utama D20 dan tulangan pengikat D12; balok menggunakan tulangan utama D25 dan tulangan pengikat D12; pelat lantai dan basement menggunakan tulangan D10; dan shear wall menggunakan tulangan D16 (arah 11) dan D20 (arah 22). Struktur penopang model 1 menggunakan tulangan yang sama dengan shear wall dan model 2 menggunakan tulangan yang sama dengan kolom. Jumlah tulangan utama dan jarak antartulangan beragam sesuai dimensi penampang elemen struktur. Kata kunci : Beton Bertulang; Rental Office ; Rigid Frame; Kantilever; Detail Penulangan. Abstract_ Makassar City is increasingly characterized by a large number of multi-storey buildings, including office functions and building architectural design ideas that tend to vary the structure as an attractive design, the building structure is a major concern. reinforced concrete. The analysis aims to determine the exact structure details for the building with the SAP2000 program v.14. Research is quantitative because it determines the dimensions of the structure. The research is comparative. The cantilevered slab support structure is given two alternatives, namely model 1 and model 2. For earthquake loads, model 1 is more stable at 3.2% -10.39% of model 2. For earthquake loads, model 1 tends to be more stable with the greatest efficiency difference of 37.7% -45.4% in spectrum response earthquake load. The column reinforcement uses the main reinforcement D20 and reinforcement reinforcement D12; the beam uses the main reinforcement D25 and reinforcement reinforcement D12; floor plates and basements using D10 reinforcement; and the shear wall uses reinforcement D16 (direction 11) and D20 (direction 22). The support structure of model 1 uses the same reinforcement as the shear wall and model 2 uses the same reinforcement as the column. The number of main reinforcement and intermittent distances varies according to the cross-sectional dimensions of the structural elements. Keywords: Reinforced Concrete; Rental Office; Rigid Frame; Cantilever; Repeat Details.
Kontribusi Masyarakat terhadap Eksplorasi Bambu sebagai Material Konstruksi Hunian Humanis di Pedesaan Imriyanti, Imriyanti; ., Nasruddin; Mushar, Pratiwi; ., Hartawan; Arisaputra, Andi Lolo Sinrang; Arsyal, Andika; Amalia, Reski; Maisi, Marzon; A., Muh. Nurhalim
JURNAL TEPAT : Teknologi Terapan untuk Pengabdian Masyarakat Vol 7 No 2 (2024): Kolaborasi yang Kuat untuk Kekuatan Kemasyarakatan
Publisher : Faculty of Engineering UNHAS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25042/jurnal_tepat.v7i2.522

Abstract

Most housing materials are made of manufactured materials so that houses/residences do not give the impression of being one with their environment. The large use of manufactured materials causes building materials that are easily obtained around housing or organizations to no longer be utilized, such as bamboo. Houses in Kalase'rena sub-district predominantly use manufactured materials so that the use of bamboo as a Natural Resource (SDA) is no longer utilized, with the reduced use of bamboo as a housing/residence material, how is the role of the community/its contribution in exploring it as a humanistic housing material. The purpose of this service is to increase the community's contribution to the exploration of natural materials in community housing buildings that can be integrated with their environment, reduce costs and increase the level of community togetherness. The service was carried out by distributing questionnaires, identification and direct meetings with the Kalase'rena sub-district community. The initial response from the community to the use of bamboo as a humanistic housing material was very minimal (2%). This service achievement is that the role and understanding of the community towards the processing of bamboo as a humanistic housing material has increased from the economic (90%) and social (94%) fields. This influences the public's understanding of humanist housing which is very beneficial for the community directly in the Kalase'rena sub-district.
Pengaruh Penambahan Serat Masker Medis pada Campuran Beton terhadap Kuat Tekan Beton Rashadi, Muh Gufran; Imriyanti, Imriyanti; Mushar, Pratiwi
Jurnal Penelitian Enjiniring Vol 28 No 1 (2024)
Publisher : Center of Techonolgy (COT), Fakultas Teknik, Universitas Hasanuddin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25042/jpe.052024.04

Abstract

Indonesia menjadi penghasil limbah masker medis tertinggi di dunia yaitu 1,8 milliar limbah masker medis per hari. Masker medis 90% terbuat dari bahan utama plastik polypropylene, salah satu jenis mikroplastik dengan sifatnya sulit terurai. Bahan utama inilah yang membuat limbah masker sering ditemukan dalam keadaan utuh sehingga menjadi polusi bagi lingkungan. Jenis penelitian yang digunakan adalah penelitian kuantitatif dengan metode eksperimental. Usia Pengujian Beton 7,14,28 hari. Persentase bahan tambah serat masker medis sebesar 0%,5%,10% dan 15% dari berat semen. Perawatan Beton Dry Curing. Benda uji Silinder ukuran ø 10 x 20 cm. Pengujian kuat tekan beton dilakukan menggunakan mesin Universal Testing Machine (UTM). Hasil pengujian semua sampel dengan variasi persentase serat masker medis sebesar 0%, 5%, 10%, dan 15% menunjukkan bahwa penambahan serat masker medis yang mengandung serat polypropylene mengalami penurunan dari beton normal. Hasil pengujian kuat tekan beton normal di umur ke 28 hari yaitu 11,29 mpa, serat masker medis dengan variasi 5% yaitu 2,38 mpa, variasi 10% yaitu 3,08 mpa, variasi 15% yaitu 2,31 mpa.
Perbandingan Biaya dan Waktu Pekerjaan Dinding Bata Ringan Rumah Sederhana di Makassar Gassing, Rifdah Afifah; Hartawam, Hartawan; Imriyanti, Imriyanti
Jurnal Penelitian Enjiniring Vol 27 No 1 (2023)
Publisher : Center of Techonolgy (COT), Fakultas Teknik, Universitas Hasanuddin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25042/jpe.052023.06

Abstract

Wall material become a fairly important part in a construction project. Wall materials continue to evolve in line with the demands of needs in achieving the most effective and efficient cost, time, quality. For this reason, developers will think about how to carry out projects in a relatively short period of time and optimize costs. Optimizing costs has a basic reference called Analisis Harga Satuan Pekerjaan (AHSP). This reference is still general, where in each place the application will be different. These differences it is felt necessary to compare with what is happening in the curent place. The goals of this study are to reveal the average comparison between real costs and AHSP costs. This research method is a direct observation method on simple housing projects in Makassar. The research conducted is a case study. This sampling technique used the Simple Random Sampling technique for the labor group. Based on the results of the study, the average worker productivity was 3.052 m2/day. Then the analysis of real costs produces an average cost is 0.016% lower than the calculation of the average AHSP cost analysis, so there is no significant difference.
Co-Authors ., Hartawan A., Muh. Nurhalim Abd. Mufti Radja Afifah Harisah Amalia, Reski Arifin, Mimi Arisaputra, Andi Lolo Sinrang Arsyal, Andika Bunadi, Reinhart Dahniar - Dahri Kuddu Fitra AR. Gassing, Rifdah Afifah Hartawam, Hartawan Hartawan - Hartawan Hartawan Ikhsan, Maulana Nur Junus, Nasruddin M. Syavir Latif Maisi, Marzon Mohammad Mochsen Sir Muhammad Taufik Ishak Mushar, Pratiwi Nasruddin - Nasruddin . Nasruddin Nasruddin Nurmaida Amri Pratiwi M. Pratiwi Mushar Rahmi Amin Ishak Rashadi, Muh Gufran Rasmi M. Ria Wikantari Ria Wikantari Shirly Wunas Syarif Beddu Taufik Ishak Teguh Iswara S Triyatni Martosenjoyo Victor S. Victor Sampebulu Yahya Siradjuddin Yusaumi FRT Yusaumi Ramadhanti F.T