KAPASITAS STRUKTUR KOLOM PIPIH BETON BERTULANG PADA PERUMAHAN VILLA ANGGREK KOTA PEKANBARU

  • Shanti Wahyuni Megasari Universitas Lancang Kuning
  • Gusneli Yanti Universitas Lancang Kuning
  • Zainuri Universitas Lancang Kuning
DOI: https://doi.org/10.35814/infrastruktur.v6i2.1739
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Abstract

Renovation of structural buildings with additional levels of the building and changes in the function of the existing floors and strengthening of the existing columns can cause changes in the overall capacity of the building structure. Besides, the use of flat columns with the dimensions of the columns that are made flush with the walls will be better in terms of aesthetics, but the column must still be able to bear the load that works. So it is necessary to research the capacity of the flat column structure at Residential Villa Anggrek. Design and analysis of reinforced concrete building structures with the help of the ETABS v16.2.0, SAFE 16.0.1, and SPcolumn v.6.0 programs and then manually controlled based on SNI 03-2847-2013. In the implementation, 2 (two) calculations are carried out, namely on the existing structural elements and the plan structure. From the results of the analysis, it can be concluded that the capacity of the existing and planned structures that use the reinforced concrete flat column structure at the Residential Villa Anggrek, Pekanbaru City is safe to accept the load combination according to SNI 2847-2013. As well as the use of flat columns with the dimensions of the column made flat against the walls so that it will be better in terms of aesthetics but still able to bear the workload. As well as the use of flat columns with the dimensions of the column made flat against the walls so that it will be better in terms of aesthetics but still able to bear the workload.

References

Asroni, A. (2010). Balok dan Pelat Beton Bertulang. Graha Ilmu. Yogyakarta.

Badan Standar Nasional. (2013). SNI 1727-2013 Beban Minimum Untuk Perancangan Bangunan Gedung dan Struktur Lain. Jakarta.

Badan Standar Nasional. (2013). SNI 2847-2013 Persyaratan Beton Struktural Untuk Bangunan Gedung. Jakarta.

Dewobroto, W. (2013). Komputer Rekayasa Struktur dengan SAP2000. Lumina Press. Jakarta.

Imran, I. dan Ediansjah, Z. (2014). Perencanaan Dasar Struktur Beton Bertulang. ITB Press. Bandung.

Limbong, S. dkk. (2016). Analisis Struktur Beton Bertulang Kolom Pipih pada Gedung Bertingkat. Jurnal Sipil Statik. Vol. 4. No. 8. pp.409-508. ISSN: 2337-6732.

Rifa’i, M. L. Dkk. (2014). Evaluasi Kinerja Struktur Pada Gedung Bertingkat Dengan Analisis Dinamik Respon Spektrum Menggunakan Software ETABS (Studi Kasus : Hotel di Wilayah Karanganyar). Jurnal Teknik Sipil. Vol. 2. No. 1. pp. 32-39. ISSN : 2354-8630.

Roring, Y. Dkk. (2016). Respon Dinamis Struktur Bangunan Beton Bertulang Bertingkat Banyak Dengan Kolom Berbentuk Pipih. Jurnal Teknik Sipil. Vol.4. No.10. pp. 649–555. ISSN : 2337-6732.

Setiawan, A. (2016). Perancangan Struktur Beton Bertulang Berdasarkan SNI 2847:2013,. Erlangga. Jakarta.

Wonlele, T. (2016). Perencanaan Kolom Pipih dan Kolom Non Simetris Untuk Bangunan Bertingkat Rendah di Kota Kupang. Jurnal Teknik Sipil. Vol. 1. No. 1. pp 83-94. ISSN : 2621-9786.

Published
2020-10-30
How to Cite
Megasari, S. W., Yanti, G., & Zainuri. (2020). KAPASITAS STRUKTUR KOLOM PIPIH BETON BERTULANG PADA PERUMAHAN VILLA ANGGREK KOTA PEKANBARU. Jurnal Infrastruktur , 6(2), 157 - 165. https://doi.org/10.35814/infrastruktur.v6i2.1739