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All Journal PILAR Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Rekayasa Sipil Jurnal Deformasi Jurnal Penelitian Transportasi Darat
Fadhila Firdausa
Politeknik Negeri Sriwijaya
Civil Engineering, Building, Construction & Architecture Energy Engineering Environmental Science Public Health Transportation

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EVALUASI KAPASITAS PENAMPANG KOLOM BETON BERTULANG MENGGUNAKAN DIAGRAM INTERAKSI (12 - 18) Agus Subrianto; Puryanto Puryanto; Fadhila Firdausa
PILAR Vol. 15 No. 1 (2020): Pilar: Maret 2020
Publisher : Politeknik Negeri Sriwijaya

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ABSTRACT This article discusses the rapid evaluation of the cross-section capacity of reinforced concrete columns which bears a combination of axial loads and two-way bending. The model under review is a 3-storey building that uses uniform column sizes. The structure of the building is analyzed using a computer-aided program to obtain internal forces. Interaction diagrams of several cross-section configurations are made to help check the working axial and flexural forces. By looking at the distribution of the combination of axial and flexural forces acting on the interaction diagram plot, it can be determined whether a cross section is efficient enough to be used in columns throughout the building. The results of the analysis show that the columns commonly used in shophouses are still safe in carrying out a combination of axial and flexible loads that work due to the influence of gravity loads. Keywords : column design, reinforced concrete, axial bending moment combination, section capacity, interaction diagram ABSTRAK Artikel ini membahas tentang evaluasi cepat kapasitas penampang kolom beton bertulang yang memikul kombinasi beban aksial dan lentur dua arah. Model yang ditinjau adalah bangunan ruko 3 lantai yang menggunakan ukuran kolom seragam. Struktur bangunan dianalisis menggunakan program bantu komputer untuk mendapatkan gaya-gaya dalam.  Diagram interaksi dari beberapa konfigurasi penampang dibuat untuk membantu melakukan pengecekan gaya aksial dan lentur yang bekerja.  Dengan melihat distribusi kombinasi gaya aksial dan lentur yang bekerja terhadap plot diagram interaksi, dapat ditentukan apakah suatu penampang cukup efisien untuk digunakan pada kolom di seluruh bangunan. Hasil analisis menunjukkan bahwa kolom yang biasa digunakan pada bangunan ruko masih aman dalam memikul kombinasi beban aksial dan lentur yang bekerja akibat pengaruh beban gravitasi. Kata kunci : disain kolom, beton bertulang, kombinasi lentur aksial, kapasitas penampang, diagram interaksi.
ANALISIS PLOT TIME SERIES KOMPONEN NORTH, EAST, DAN UP STASIUN GNSS CORS GMU1 YANG DIIKATKAN TERHADAP TITIK IKAT GPS REGIONAL DI PULAU JAWA DAN PULAU BALI Sri Rezki Artini; Fadhila Firdausa; Citra Dewi
PILAR Vol. 17 No. 2 (2022): Pilar: September 2022
Publisher : Politeknik Negeri Sriwijaya

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The development of GNSS technology in Indonesia is so rapid along with the development of modern basic control point systems. In this development, control points are used for reference in positioning. The system is known as the CORS (Constinuosly Operating Reference System). At the UGM Yogyakarta Geodetic Engineering campus, the development of the GNSS CORS station which began in 2009 has continued to operate, namely the GNSS CORS GMU1 station. The method used in this study was the method of binding network to eight regional control points using doy 196 data to doy 202 in 2012. Considering the definition of the GNSS GMU station as a reference control point is very important, it is necessary to redefine and daily accuracy North, East and Up of the station. The purpose of this study was to obtain a daily accuracy value from the station. Wrms value for North component was 1.4 mm, East component was 4 mm and Up component was 6.7 mm.
Co-Authors Agus Subrianto Ahmad Syapawi Arfan Hasan Citra Dewi Hakas Prayuda Muhammad Rifqi Agusri Puji Hartoyo Puryanto Puryanto Sri Rezki Artini Tilik, Lina Flaviana