Perencanaan Struktur Gedung Hotel 5 Lantai di Desa Linggajati Kecamatan Cilimus Kabupaten Kuningan

Alya Tri Puspita Dewi

doi:10.34001/ces.02022022.3

Alya Tri Puspita Dewi Universitas Swadaya Gunung Jati

DOI: https://doi.org/10.34001/ces.02022022.3

Keywords: Kata kunci: Sistem Rangka Pemikul Momen Khusus, Struktur Bangunan Gedung

Abstract

Structural Planning of the 5-storey Hotel Building is located in Linggajati Village, Cilimus District, Kuningan Regency, the planned building area is 900 m2 and has 5 floors. Based on the results of the Con Penetration Test, it is known that the building was built on land with moderate soil conditions and based on its function is included in the risk category II, so this building was built using the SRPMK (Special Moment Resistant Frame System) method. The planning of the building refers to the building construction regulations in Indonesia. The method used in this planning earthquake analysis is the static equivalent analysis method based on SNI 1726:2019 concerning Procedures for Planning for Earthquake Resistance for Building and Non-Building Structures. The structure used for this building is reinforced concrete which refers to SNI 2847:2019 concerning Structural Concrete Requirements for buildings, SNI 1727:2020 concerning minimum loads for Building and Structural Design, for structural analysis the ETABS v.18.1.1 program is used. Control the need for reinforcement in the column using the SPCOlumn program

References

R. A. Nugroho et al., “Perencanaan Struktur Gedung 9 Lantai Hotel Sky Sea View Jepara,” J. Civ. Eng. Study, vol. 01, no. Dl, pp. 34–46, 2021.

Badan Standardisasi Nasional, “SNI 1727:2013 tentang Beban Minimum untuk Perancangan Bangunan Gedung dan Struktur Lain,” Beban Minim. untuk Peranc. Bangunan Gedung dan Strukt. Lain, p. 196, 2013, [Online]. Available: www.bsn.go.id.

2847:2013 SNI, “Persyaratan Beton Struktural untuk Bangunan Gedung,” Bandung Badan Stand. Indones., pp. 1–265, 2013.

Badan Standardisasi Nasional, “Tata Cara Perhitungan Struktur Beton Untuk Bangunan Gedung. SNI 03-2847-2002,” Bandung Badan Stand. Nas., p. 251, 2002.

B. S. N. Indonesia, “SNI 03-1726-2002: Tata Cara Perencanaan Ketahanan Gempa Untuk Bangunan Gedung,” Badan Standarisasi Nas. Indones. Jakarta, 2002.

A. Kustirini, M. Qomaruddin, D. S. Budiningrum, and I. E. Andammaliek, “The Influence Of Compressive Strength Of Mortar Geopolimer On Addition Of Carbit Waste Ash With Curing Oven System,” in Proceedings of the 1st International Conference on Civil Engineering, Electrical Engineering, Information Systems, Information Technology, and Agricultural Technology, 2020, pp. 1–4.

M. Qomaruddin, H. A. Lie, A. Hidayat, S. Sudarno, and A. Kustirini, “Compressive Strength Analysis On Geopolymer Paving By Using Waste Substitution Of Carbide Waste And Fly Ash,” 2019, doi: 10.1088/1742-6596/1424/1/012052.

M. Qomaruddin and S. Sudarno, “The study of laminate concrete between geopolymer and conventional,” 2019, doi: 10.1088/1742-6596/1363/1/012011.

Y. Fahrizal, Y. A. Saputro, and D. Rochmanto, “Analisis Kepadatan Tanah Pada Akses Jalan Conveyor Pltu Tjb Unit 3 , 4 Dengan Menggunakan Standar Aashto T 191,” J. Civ. Eng. Study, vol. 02, pp. 42–48, 2022.

widayat Widayat, H. Satriadi, L. P. Wibawa, G. F. Hanif, and M. Qomaruddin, “Oil and gas characteristics of coal with pyrolysis process Oil and Gas Characteristics of Coal with Pyrolysis Process,” 2022, vol. 020077, no. July.

A. G. Arifah, “Perencanaan Struktur Gedung Kuliah Fakultas Teknik di Malang dengan Metode Sistem rangka Pemikul Momen Menengah.,” Institut Teknologi Sepuluh November, Surabaya., 2017.

I. Hidayat, “Analisis Perencanaan Struktur Hotel Dialog Grage Cirebon Menggunakan Struktur Beton SNI 2013.,” Universitas Swadaya Gunung Jati, Cirebon, 2017.

I. Hidayat, “Analisis Struktur Laboratorium Fakultas Ekonomi Universitas Jendral Soedirman Menggunakan Struktur Beton SNI 2013.,” Universitas Swadaya Gunung Jati Cirebon., 2017.

P. R. Indonesia, Undang-Undang Republik Indonesia Nomor 1 Tahun 1970 Tentang Keselamatan Kerja, no. 14. 1970.

J. Purnomo and J. Chandra, “Evaluation of a Reinforced Concrete Wall Macroscopic Model for Coupled Nonlinear Shear-Flexure Interaction Response,” Civ. Eng. Dimens., vol. 20, no. 1, pp. 41–50, 2018, doi: 10.9744/ced.20.1.41-50.

R. R. Puspita, “Desain StrukturGedung Hotel Swiss-Bellin Darmocentrum Surabaya Menggunakan Sistem Ganda dan Metode Pelaksanaan Pekerjaan Balok – Plat Lantai.,” Institut Teknologi Sepuluh November, Surabaya., 2017.

M. Ramadhyanita, “Modifikasi Struktur Gedung perkuliahan Fakultas Pertanian di Surabaya Menggunakan Dual System (Sistem Ganda) Sert Metode Pelaksanaan Konstruksi Kolom dan Shearwall.,” Institut Teknologi Sepuluh November, Surabaya., 2017.