Menentukan Desain Struktur Atas Gedung Fajar Biru Trenggalek Berdasarkan SNI (Standart Nasional Indonesia)

Alfin Dino Saputra(1*), Edy Gardjito(2), Sigit Winarto(3), Muhammad Heri Nastotok(4), Faiz Muhammad Azhari(5),

(1) Faculty of Engineering, Kadiri University
(2) Faculty of Engineering, Kadiri University
(3) Faculty of Engineering, Kadiri University
(4) Faculty of Engineering, Kadiri University
(5) Faculty of Engineering, Kadiri University
(*) Corresponding Author

Abstract


A multi-storey reinforced concrete building is very prone to collapse. Therefore, proper structural planning is needed in order to qualify the strength and security of the structure. Fajar Biru Building is a building that will be built in Karangsuko village of Trenggalek Regency, East Java. The building functioned as a cost with a building area of 340 m2, and has a total of 4 floors. The method used is the SRPMM (Medium Moment Musician Frame System) method which refers to SNI 1726:2012, and SNI 2847:2013. Planning includes the calculation of beams, floor plates, and columns. From the results of the calculations that have been done. on the floor plate structure with a plate thickness of 120 mm, Ø12 tree bones are used with a distance of 100 mm for pedestals and 150 mm for field areas. On the looping of B1 beams with dimensions of 300x350 mm used 6-D16 tree bones for focus and 4-D16 for field areas with Ø10-70 mm for focus and Ø10-140 mm for field areas. For the repeating of Column K1 with dimensions of 300x600 mm used 10-D16 principal bones with a Ø10-70 mm dimension. So that from these results can be used as a reference in the implementation of the construction of the blue dawn building.

Keywords


Building Structure; Columns; Earthquake load; Pelate

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References


Syahputra, M. Ridwan, G. Yanti, and S. W. Megasari, “Perencanaan Struktur Bangunan Atas Gedung Rusunawa Universitas Lancang Kuning,” J. Tek., vol. 11, no. 2, pp. 48–57, 2017.

H. R. Agustapraja and D. Kartikasari, “Studi Evaluasi Pekerjaan Struktur Box Culvert Pada Proyek Pembangunan Jembatan Kucing Ruas Sukodadi – Sumberwudi Kabupaten Lamongan,” UKaRsT, vol. 1, no. 1, pp. 50–59, 2017.

E. Gardjito, “Pengendalian Mutu Beton Dengan Metode Control Chart (Spc) Dan Process Capability (Six- Sigma) Padapekerjaan Konstruksi,” UKaRsT, vol. 1, no. 2, pp. 110–119, 2017.

J. Wu, “Optimization design of building isolation structure based on sustainable benefit analysis,” Int. J. Build. Pathol. Adapt., vol. 39, no. 3, pp. 461–469, 2020, doi: 10.1108/IJBPA-05-2020-0044.

M. E. Dement’Eva, “Algorithm for Determining the Suitability for Exploitation of Structures of Buildings,” IOP Conf. Ser. Mater. Sci. Eng., vol. 463, no. 3, 2018, doi: 10.1088/1757-899X/463/3/032022.

R. Maulana, Nuroji, and H. Wibowo, “Perencanaan Gedung Pascasarjana Poltekes Semarang,” J. Karya Tek. Sipil, vol. 6, no. 1, pp. 419–427, 2017.

E. Gardjito, “The Analysis of Dimensional Changes and The Number of Simple Composite Girder Dimoro Bridge On The Southern Coast Access In Malang East Java,” Int. Conf. Coast. Delta Areas, vol. 3, pp. 243–252, 2017.

N. Ilyin, D. Panfilov, and E. Zaslavsky, “Composite building structures and their fire resistance: A methodology of resource-saving evaluation,” MATEC Web Conf., vol. 106, pp. 1–8, 2017, doi: 10.1051/matecconf/201710602016.

S. Kudrjavtsev, “Evaluation of the carrying capacity of the building structures in the industrial heritage for its adaptation,” MATEC Web Conf., vol. 146, 2018, doi: 10.1051/matecconf/201814602003.

F. Vicencio and N. A. Alexander, “Dynamic Structure-Soil-Structure Interaction in unsymmetrical plan buildings due to seismic excitation,” Soil Dyn. Earthq. Eng., vol. 127, no. August, p. 105817, 2019, doi: 10.1016/j.soildyn.2019.105817.

J. Harmawanto, Y. C. S. P, S. Winarto, F. Teknik, and U. Kadiri, “Analisa Anggaran Biaya Dan Penjadwalan Proyek Perbaikan Tanggul Kali Bakung Desa Cengkok Kecamatan Tarokan Kabupaten Kediri,” J. Manaj. Teknol. Tek. Sipil, vol. 2, no. 2, pp. 224–235, 2019.

A. Iwan, “Studi Analisis Daya Dukung Pondasi Tiang Pada Pembangunan Gedung Lp3m Universitas Kadiri,” J. CIVILA, vol. 3, no. 2, pp. 166–171, 2018, doi: 10.30736/cvl.v3i2.259.

R. Oza Pubawa, A. Ridwan, and Y. Cahyo, “Perencanaan Struktur Atas Asrama Putri Di Universitas Kadiri,” J. Manaj. Teknol. Tek. Sipil, vol. 1, no. 2, pp. 9–18, 2018, doi: 10.30737/jurmateks.v1i2.376.

M. Hasan, T. Saidi, M. Afifuddin, and B. Setiawan, “The assessment and strengthening proposal of building structure after the Pidie Jaya earthquake in December 2016,” J. King Saud Univ. - Eng. Sci., no. December 2016, 2021, doi: 10.1016/j.jksues.2021.02.007.

T. Iluk, A. Ridwan, and S. Winarto, “Penerapan Metode CPM Dan PERT Pada Gedung Parkir 3 Lantai Grand Panglima Polim Kediri,” J. Manaj. Teknol. Tek. Sipil, vol. 3, no. 2, pp. 162–176, 2020, doi: 10.30737/jurmateks.v3i2.1054.

R. S. Putra, A. Ridwan, S. Winarto, and A. I. Candra, “Study Perencanaan Struktur Atas Gedung Guest House 6 Lantai Di Kota Kediri,” J. Manaj. Teknol. Tek. Sipil, vol. 3, no. 1, p. 35, 2020, doi: 10.30737/jurmateks.v3i1.886.

V. R. Gharehbaghi, E. Noroozinejad Farsangi, T. Y. Yang, and I. Hajirasouliha, “Deterioration and damage identification in building structures using a novel feature selection method,” Structures, vol. 29, no. June 2020, pp. 458–470, 2021, doi: 10.1016/j.istruc.2020.11.040.

A. Giynasiar Fatah, A. Ridwan, and S. Winarto, “Studi Perencanaan Bangunan Atas Gedung Permata Indah di Desa Kedung Dowo Kabupaten Nganjuk,” J. Manaj. Teknol. Tek. Sipil, vol. 3, no. 2, p. 289, 2020, doi: 10.30737/jurmateks.v3i2.1139.

S. Farlianti and Sapta, “Respon Spektra Gempa Desain Berdasarkan SNI 03-1726-2012 Untuk Wilayah Kota Bengkulu,” Tek. J. Tek., vol. 5, no. 2, pp. 202–214, 2019.

A. G. U. Loli, “Perancangan Ulang Gedung Kampus Fakultas Teknik Universitas PGRI Yogyakarta dengan Menggunakan Metode Flat Slab dan Drop Panel,” J. Karkasa, vol. 6, no. 1, pp. 1–5, 2020.

Maysarah, Y. Ismida, and M. Purwandito, “Analisis Perhitungan Struktur Laboratorium Teknik Sipil Type II Fakultas Teknik Universitas Samudra,” J. Media Tek. Sipil Samudra, vol. 1, no. 1, pp. 20–25, 2020.

H. Pratikto, “Penelitian Kuat Uji Tekan Beton Dengan Memanfaatkan Limbah Beton Yang Tidak Terpakai,” UKaRsT, vol. 1, no. 2, p. 21, 2017, doi: 10.30737/ukarst.v1i2.411.

G. W. Cha et al., “Evaluating recycling potential of demolition waste considering building structure types: A study in South Korea,” J. Clean. Prod., vol. 256, p. 120385, 2020, doi: 10.1016/j.jclepro.2020.120385.

R. Tantyo and Eri Setia Romadhon, “Perancangan Struktur Bangunan Factory PT. Yamaha Musical Products Asia,” J. Tek. Sipil-Arsitektur, vol. 19, no. 1, pp. 93–105, 2020.

S. Y. Jeong, T. H. K. Kang, J. K. Yoon, and R. Klemencic, “Seismic performance evaluation of a tall building: Practical modeling of surrounding basement structures,” J. Build. Eng., vol. 31, p. 101420, 2020, doi: 10.1016/j.jobe.2020.101420.

M. Geumala, R. Supriharjo, P. G. Ariastita, and M. Ali, “Konsep Pengembangan Kota Baru Di Sukodono Sidoarjo,” U KaRsT, vol. 2, no. 1, pp. 77–87, 2018.

E. Siswanto and A. Gunarto, “Penambahan Fly Ash Dan Serat Serabut Kelapa Sebagai Bahan Pembuatan Beton,” UKaRsT, vol. 3, no. 1, pp. 56–65, 2019.




DOI: http://dx.doi.org/10.30737/jurmateks.v4i2.2002

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