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Submitted
January 28, 2019
Accepted
January 28, 2019
Published
January 29, 2019
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Abstract

Installation of pipes (conduit) in the building columns often found in reinforced concrete structures. The installation of pipes inside the columns is utilized as sanitary and mechanical electrical pipes. The case research in this study is to analyze the rectangular column with the applied research type (applied/pratical research). This research aims to analyze the impact of the holes on square rectangular columns. This calculation consists of 675 samples with different
concrete compression strength (f'c), reinforcement area, holes area, and the dimensions of the column. Analysis of the calculation of hollow rectangular columns using the stress-strain relationship equation developed by Hognestaad. The results of the analysis on hollow rectangular columns resulted in a decrease column capacity. The largest decrease of the rectangular column capacity occurred on holes area of 7%, with concrete compression strength 30 MPa, and dimensions of the column 450 x 1800 mm which is 16.97%.

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How to Cite
Marzon, M., Islam, M., & Elhusna, E. (2019). ANALISIS PENAMPANG KOLOM BETON BERTULANG PERSEGI PANJANG BERLUBANG. Inersia: Jurnal Teknik Sipil, 10(2), 1–12. https://doi.org/10.33369/ijts.10.2.1-12
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References

  1. Asroni, A., 2010, Kolom, Fondasi & Balok T Beton Bertulang, Yogyakarta: Graha Ilmu.
  2. Badan Standardisasi Nasional (BSN), 2013, Persyaratan Beton Struktural untuk Bangunan Gedung (SNI-2847-2013).
  3. Inasari, Edy., 2014, Penelitian Dan Metode Ilmiah, https://inasari894.wordpress.com/2014/0 4/06/penelitian-dan-metode ilmiah/, 12 November 2017, 20.16 WIB.
  4. Karsidi, R., 2007, Sosiologi Pendidikan, Surakarta: UNS Pres
  5. Nawy, E. G., 1998, Beton Bertulang Suatu Pendekatan Dasar, Bandung: Refika Aditama.
  6. Park, R. And Pauly, T., 1974, Reinforced Concrete Structures, Departement Of Civil Engineering, University Of Canterbury, Cristchurch, New Zealand.
  7. Renaningsih, 2006, Analisis Penampang Kolom Beton Bertulang Persegi Berlubang Menggunakan PCA-COL, Jurnal Ilmiah Teknik Sipil.
  8. Renjani, M. S., 2011, Analisis Penampang Kolom Beton Bertulang Persegi
  9. Berlubang¸ Bengkulu: Universitas Bengkulu.
  10. Sudarsana, 2010, Analisis Pengaruh Konfigurasi Tulangan terhadap
  11. Kekuatan dan Daktailitas Kolom Beton Bertulang, Jurnal Ilmiah Teknik
  12. Sipil.
  13. Wahyudi, L. dan Rahim, Syahril A., 1997. Struktur Beton Bertulang, Jakarta: PT Gramedia Pustaka Utama.