Strength Analysis of Existing Upper Structure of Right Wing Building Jambi University Teaching Hospital

M Nuklirullah; Dila Oktarise Dwina; Ekom Ofronazel

doi:10.36055/fondasi.v13i2.28665

Strength Analysis of Existing Upper Structure of Right Wing Building Jambi University Teaching Hospital

M Nuklirullah, Dila Oktarise Dwina, Ekom Ofronazel

Abstract

The building of the Teaching Hospital at Jambi University has stopped until now with the current development of physical development in the form of the upper structure work stage of the building. To be able to resume the physical construction of the RSP UNJA building, it is necessary to have a technical study in the form of an evaluation of the building's current structural state, to ensure that the existing structure has good strength and is feasible to continue the stages of work until it is completed according to planning. The technical standards used by the planning consultant in its 2015 planning used old standards, while the standards used have been updated with the latest technical standards. Building planning data and existing data on completed work are gathered as part of the evaluation approach employed in this study, then an analysis is carried out based on the latest standards. The analysis's findings indicate that while all floor slab structure elements at every level satisfy the requirements for moment strength and shear force, some beam elements in specific locations do not, and all column types satisfy the requirements for axial strength but some column elements in specific locations do not meet the requirements for shear force strength. From the results of the analysis and conclusions, it was obtained that some of the existing structures meet the strength requirements which means that they can withstand the load of the working service.

Keywords

Strength Analysis, Existing Structure, Seismic Design, Reinforced Concrete, Reinforcement

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References

M. A. Jatoeb, R. Zulfiati, M. Nuklirullah, and D. H. Efia, “Tinjauan Portal Beton Bertulang Gedung Rumah,” vol. 1, no. 1, 2021.

Pemerintah Republik Indonesia, Undang-Undang Republik Indonesia Nomor 28 Tahun 2002 Tentang Bangunan Gedung. 2002.

I. Y. Mardianti, “Analisis Daya Dukung Pondasi Tiang Pancang Berdasarkan Data Sondir (Studi Kasus : Pembangunan Gedung Rumah Sakit Pendidikan Universitas Jambi),” Menara J. Tek. Sipil, vol. 17, no. 2, pp. 51–60, 2022, doi: 10.21009/jmenara.v17i2.27079.

S. M. Nurasih and Erizal, “Analisis dan Evaluasi Struktur Gedung Auditorium FEM IPB Berdasarkan SNI 1726:2019 dan SNI 2847:2019,” J. Tek. Sipil dan Lingkung., vol. 7, no. 3, pp. 221–230, 2022, doi: 10.29244/jsil.7.3.221-230.

M. R. Daffa Musthofa and F. Kurnia, “Evaluasi Struktur Gedung Teknik Universitas Pancasila Berdasarkan Sni 1726-2019 Dan Sni 2847-2019,” J. ARTESIS, vol. 3, no. 2, pp. 173–181, 2023, doi: 10.35814/artesis.v3i2.5925.

T. Ulinnuha, Supardi, and Sunarmanto, “Evaluasi Kekuatan Dan Detailing Tulangan Kolom Beton Bertulang Sesuai SNI 2847:2013 Dan SNI 1726:2012,” J. Matriks Tek. Sipil, vol. 1, no. 1, pp. 1055–1063, 2016.

Badan Standardisasi Nasional, SNI 2847-2019 Persyaratan Beton Struktural Untuk Bangunan Gedung. 2019.

ANSI and SDI, “Standard 2: SDI/ANSI Standard for Testing Steel Decks,” Design, 2009.

D. P. Umum, “Peraturan Pembebanan Indonesia Untuk Gedung (PPIUG),” Jakarta, Indonesia. pp. 1–9, 1983.

Badan Standardisasi Nasional, SNI 1727:2020 Beban Desain Minimum dan Kriteria Terkait untuk Bangunan Gedung dan Struktur Lain. 2020.

Badan Standardisasi Nasional, SNI 1726-2019 Tata cara perencanaan ketahanan gempa untuk. 2019.

R. P. Patrisko Hirel Karisoh, Servie O. Dupas, “Perencanaan Struktur Gedung Beton Bertulang dengan Sistem Rangka Pemikul Momen Khusus,” Univ. Sam Ratulangi Manad., vol. 6, no. 6, pp. 1–260, 2018.

M. Indriyani, S. Suhendra, and M. Nuklirullah, “The Effect of Incompatibility of Beam Placement at Colums-End on Design and Application In The Field,” J. Talent. Sipil, vol. 4, no. 1, p. 30, 2021, doi: 10.33087/talentasipil.v4i1.46.

Raihan Daffa Hukama and Erizal, “Analisis Kekuatan Struktur Pada Bangunan 8 Lantai Berdasarkan Respon Spektrum SNI 03-1726-2019 Menggunakan SAP2000,” J. Tek. Sipil dan Lingkung., vol. 8, no. 03, pp. 127–136, 2023, doi: 10.29244/jsil.8.03.127-136.

B. Koloy, R. E. Pandaleke, and E. J. Kumaat, “Perencanaan Struktur Beton Bertulang Gedung Arsip 4 Lantai,” Tekno, vol. 21, no. 84, pp. 775–785, 2023, doi: https://doi.org/10.35793/jts.v21i84.49026.

Y. Lesmana, Handbook Analisa dan Desain Shear Wall Beton Bertulang Dual System Berdasarkan SNI 2847-2019 & 1726-2019, Edisi Pertama. Makassar: Penerbit Nas Media Pustaka, 2020.

Fatkhurozak, Antonius, and Sumirin, “Evaluasi Kinerja Desain Struktur Gedung ICU, PICU dan NICU RSUD Suradadi Kabupaten Tegal,” Rang Tek. J., vol. 7, no. 2, pp. 215–222, 2024.

E. P. A. Yahya, F. A. B. Pradipta, and P. Setiyawan, “Asesmen dan Analisa Gedung Eksisting (Studi Kasus Bangunan Johar Shopping Center Semarang),” J. Ilm. Sultan Agung, vol. 1, no. 1, pp. 176–204, 2022.

W. T. Nugraha and H. S. Aminudin, “Tinjauan Struktur Apartemen Poris 88 Tangerang,” J. Momen, vol. 01, no. 01, pp. 50–55, 2018, doi: https://doi.org/10.35194/momen.v1i01.513.

H. Medriosa and A. Wirahadi Kusuma Wau, “Analisis Struktur Gedung Dprd Kota Bukittinggi Menggunakan Sni Beton Bertulang 2847:2019 Dan Sni Gempa 1726:2019,” J. Teknol. dan Vokasi, vol. 1, no. 2, pp. 67–74, 2023, doi: 10.21063/jtv.2023.1.2.8.

B. Danu Hartono, Y. Lestyowati, and G. Setya Budi, “Perhitungan Struktur Beton Bertulang Gedung Sekolah 7 Lantai di Kota Pontianak,” JeLAST J. Elektron. Laut, Sipil, Tambang, vol. 6, no. 3, pp. 1–6, 2019, doi: http://dx.doi.org/10.26418/jelast.v6i3.38930.

R. Rendi, I. Ishak, and D. Kurniawan, “Perencanaan Struktur Atas Gedung Fakltas Hukum Universitas Muhammdiyah Sumatera Barat,” Ensiklopedia Res. Community Serv. Rev., vol. 1, no. 1, pp. 121–129, 2021, doi: 10.33559/err.v1i1.1101.

A. E. Aulia, Empung, and I. Mahdi, “Tinjauan Kekuatan Struktur Gedung Bank Jabar Banten Syariah Kantor Cabang Bogor,” Akselerasi, vol. 1, no. 1, pp. 43–52, 2013.

Y. Astri Gusfita, M. Masril, and E. Bastian, “Analisis Struktur Atas Pada Pembangunan Sdn 04 Garegeh,” Ensiklopedia Res. Community Serv. Rev., vol. 1, no. 2, pp. 40–45, 2022, doi: 10.33559/err.v1i2.1123.

N. Chairunisa, “Evaluasi Sifat Mekanis Beton di Lapangan dengan Penerapan Metode Core Drilled Test dan Schmidt Hammer Test,” Bul. Profesi Ins., vol. 3, no. 2, pp. 89–94, 2020, doi: 10.20527/bpi.v3i2.79.

T. Satriawansyah, B. Badaruddin, and R. Putriani, “Analisis Kekuatan Struktur Gedung Rektorat Universitas Samawa (Unsa) Sumbawa Besar,” J. Sainteka, vol. 3, no. 3, pp. 1–7, 2022, doi: 10.58406/sainteka.v3i3.1033.

R. Hakiki, “Investigasi Kerusakan pada Struktur Gedung Plasa Telkom Padang Sidempuan,” J. Gradasi Tek. Sipil, vol. 7, no. 1, pp. 100–108, 2023.

N. Hidayati, “Evaluasi dan Perkuatan Struktur Kolom Beton Bertulang Akibat Kebakaran,” Potensi J. Sipil Politek., vol. 24, no. 1, pp. 1–9, 2022, doi: 10.35313/potensi.v24i1.3606.

Y. Lesmana, Handbook Desain Struktur Beton Bertulang Berdasarkan SNI 2847-2019, Edisi Pertama. Makassar: Penerbit Nas Media Pustaka, 2020.

N. Nurhaliza, M. Nuklirullah, and F. F. Bahar, “Analisis Struktur Balok dan Pelat Lantai Akibat Alih Fungsi Bangunan (Studi Kasus : Gedung Rektorat Universitas Jambi),” Fondasi J. Tek. Sipil, vol. 10, no. 2, pp. 101–110, 2021.

DOI: http://dx.doi.org/10.36055/fondasi.v13i2.28665