ANALYSIS OF STRUCTURE RELIABILITY OF UTSMAN BIN AFFAN BUILDING (Case Study : Sekolah Islam Terpadu Aliya Bogor)

Authors

DOI:

https://doi.org/10.32832/astonjadro.v9i2.3111

Keywords:

school building, discussing the upper structure, concrete.

Abstract

Indonesia's tectonic conditions at the meeting of the world's large plates and several small plates that cause the area associated with earthquakes, based on data from the Bogor City Disaster Mitigation, Bogor City is located in an earthquake prone area. Sekolah Islam Terpadu Aliya Bogor is located at Jalan Gardu Raya No. 03, Bubulak, Kecamatan Bogor Barat, Kota Bogor. This study evolved the structure of the school building in terms of the structure of the column and beam elements for the safety and security of its inhabitants. The buildings analyzed were Utsman Bin Affan building TK A and TK B which functioned as places for learning and teaching. The research method starts by analyzing the existing conditions, checking the quality of the concrete, then analyzing the structure using the help of the ETABS V9.7.4 program, and analyzing the column structure using the spColumn program. Structural modeling published in SNI 1727-2013 (concerning loading), SNI 2847-2013 (concerning concrete structure requirements), SNI 1726-2012 (regarding earthquake repair planning), and PPIUG-1983 (concerning Indonesian loading regulations for buildings). The results of the analysis of the Utsman Bin Affan building with 2-story building specifications column dimensions 25 x 25 cm, beams 20 x 40 cm, column concrete quality fc '= 24.74 MPa, concrete beam quality fc' = 26, 59 MPa, principal reinforcement D16 with fy = 390 MPa, shear reinforcement í˜10 Fy = 240 MPa, the results of analysis of existing columns and beams are in accordance with the requirements of SNI 2847-2013, based on that the buildings are approved, and the result of analysis beams does not exceed strength (O / S).

 

Author Biographies

Muhamad Lutfi, Ibn Khaldun University Bogor, INDONESIA

Ibn Khaldun University Bogor, INDONESIA

Ayub Maulana, Ibn Khaldun University Bogor, INDONESIA

Ibn Khaldun University Bogor, INDONESIA

References

Asroni, Ali. 2010. Kolom, Fondasi dan Balok "T” Beton Bertulang. Graha Ilmu. Yogyakarta. (Indonesian).

Asroni, Ali. 2010. Balok dan Plat Beton Bertulang.Graha Ilmu. Yogyakarta. (Indonesian).

Asroni, Ali. 2017. Teori dan Desain Balok Plat Beton Bertulang Berdasarkan SNI 2847-2013. Surakarta. (Indonesian).

Badaruddin. 2015, Evaluasi Keandalan Struktur Gedung Kantor Bupati Sumbawa, (Unsa progress Vol.72 No. 22 April 2015). (Indonesian).

Lutfi, Muhamad dan Erwin Rusandi 2019, Evaluasi Struktur Bangunan Ruko Akibat Penambahan Beban Atap Berupa Mini Tower, Astonjadro: Jurnal Sipil, vol 8, no. 2, hh. 87-96. (Indonesian).

Lutfi, Muhamad dan Subtoni 2017, Kajian Struktur Bangunan Akibat Penurunan Mutu Beton Pada Kolom Terpasang (Studi Kasus: SDN 01 Cikaret Kabupaten Bogor), Astonjadro: Jurnal Rekayasa Sipil, vol. 6, no. 2, hh.115-129. (Indonesian).

Lutfi, M, H. Arien, M. Hendrawati, P. J. Ramadhansyah, dan N. I. Ramli. 2020. Assessment of Safety Performance Level on Simple Urban Residential Building : Case Study at Bogor City Indonesia. Jurnal IOP Conference Series: Materials Science and Engineering 712 (2020) 012004, Hal 1-7.

Mujihutami, S, A. dan Lutfi, M. 2020, Evaluasi Struktur Tondon Air di Kelurahan Sukaresmi Kecamatan Tanah Sereal Kota Bogor, Jurnal Manajemen Aset Infrastruktur & Fasilitas – Vol. 4, No.2, April 2020. (Indonesian).

Prabowo, A. dan Lutfi, M. 2020, Analisis Struktur Bangunan Gedung Sekolah akibat Penambahan Ruang Kelas Baru (studi Kasus di SMK Bina Putera Kota bogor), Jurnal Manajemen Aset Infrastruktur & Fasilitas – Vol. 4, No.2, April 2020. (Indonesian).

Sartika dkk, 2017, Analisis Struktur Gedung Beton Bertulang Berdasarkan SNI 2847-2002 dan SNI 2847-2013, Jurnal Fropil, Vol 5 Nomor 1 Jan-Jun 2017. (Indonesian).

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

SNI 2847-2013, Persyaratan Beton Struktural untuk Bangunan Gedung, Badan Standarisasi Nasional, Indonesia. (Indonesian).

SNI 1727-2013, 2013, Beban Minimum untuk Perancangan Bangunan Gedung dan Struktur Lain, Badan Standarisasi Nasional, Indonesia. (Indonesian).

SNI 1726-2012, 2012, Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non Gedung, Badan Standarisasi Nasional, Indonesia. (Indonesian).

SNI 03-4430-1997, 1997, Metode Pengujian Elemen Struktur Beton dengan Alat Palu Beton Tipe N dan NR, Badan Standarisasi Nasional, Indonesia. (Indonesian).

Tim Pusat Studi Gempa Nasional 2017, Peta Sumber Gempa dan Bahaya Gempa Indonesia Tahun 2017, Pusat Penelitian dan Pengembangan Perumahan dan Permukiman Badan Penelitian dan Pengembangan Kementerian Pekerjaan Umum dan Perumahan Rakyat, Bandung. (Indonesian).

UU 28/02. Undang-Undang Nomor 28 Tahun 2002 tentang Bangunan Gedung. (Indonesian).

Wuryanti, Wahyu 2013, Penilaian Keandalan Struktur Bangunan Gedung eksisting: Peraturan dan Implementasinya, Konferensi Nasional Teknik Sipil 7 (koNTekS 7), Surakarta.(Indonesian).

Muhamad Lutfi, Bagus Nurzein Syaifullah. 2020. ANALISIS KELAYAKAN BANGUNAN GEDUNG PASAR SUKASARI BOGOR MELALUI PENDEKATAN LAIK FUNGSI BANGUNAN, ASTONJADRO: Jurnal Rekayasa Sipil, Vol. 9, No. 1, hal. 14-23. (Indonesian). http://ejournal.uika-bogor.ac.id/index.php/ASTONJADRO/article/view/2726/1797

Published

2020-11-21

How to Cite

Lutfi, M., & Maulana, A. (2020). ANALYSIS OF STRUCTURE RELIABILITY OF UTSMAN BIN AFFAN BUILDING (Case Study : Sekolah Islam Terpadu Aliya Bogor). ASTONJADRO, 9(2), 93–106. https://doi.org/10.32832/astonjadro.v9i2.3111

Issue

Section

Articles