Structure Design Evaluation of Muhammadiyah Banjarmasin University Convention Centre Building Due to Functional Change Based on SNI 03-2847-2019

Authors

  • Elia Anggarini Universitas Muhammadiyah Banjarmasin
  • Irwandy Muzaidi Universitas Muhammadiyah Banjarmasin

DOI:

https://doi.org/10.18196/st.v26i2.18659

Keywords:

Change function, Muhammadiyah Banjarmasin University Convention Centre, Hammet Test, Service Ability, SNI 03-2487-2019

Abstract

The Muhammadiyah Banjarmasin University Convention Centre Building was originally built as a guesthouse, over time it changed its function to become a place for lecture activities. Therefore, an evaluation of the initial structural design is carried out on the reliability of the building structure as regulated in Government Regulations in Permen PU No. 25 of 2007 concerning Certificate of Building Functioning or SLF. The data used in this study are primary and secondary data, where primary data is in the form of field tests to determine the uniformity of concrete quality, namely the bounce test using the Hammer Test tool on the beams and columns of the 1st floor and 2nd floor as many as 10 points, while secondary data uses preliminary planning data. Modeling is done in 3D using SAP2000 software. The results of research on the value of uniformity of concrete quality show mixed results, this is due to several factors, one of which is different casting methods in the field. Meanwhile, from the results of the analysis of the service ability of the building structure, the value of the Ultimate Moment (Mu) and Ultimate Load (Pu) as well as the Maximum Ultimate Moment (Mr) and Maximum Ultimate Load (Pr) is still able to withstand the loads acting on the structure even though it has changed its function based on SNI 03-2847-2019.

References

Akhyar Rasyid, Y. (2019). Analisis laik fungsi bangunan hunian vertikal (Studi kasus: Gedung rusunawa Kabupaten Sleman, Yogyakarta). Teknisia, 23(2), 516–525. Retrieved from https://journal.uii.ac.id/teknisia/article/view/11208

Musyafa, Y. A. (2018). Analisis laik fungsi bangunan Hunian Vertikal (Studi kasus: Gedung rusunawa Kabupaten Sleman, Yogyakarta). [Online] https://dspace.uii.ac.id/handle/123456789/10919

Nurhaliza, N. (2021). Analisis Kekuatan Struktur Balok Dan Pelat Lantai Akibat Rencana Alih Fungsi Gedung Rektorat Menjadi Gedung Perpustakaan Universitas Jambi. https://repository.unja.ac.id/id/eprint/23314.

Nurhaliza, N., Nuklirullah, M., & Bahar, F. F. (2021). Analisis struktur balok dan pelat lantai akibat alih fungsi bangunan (Studi kasus: Gedung rektorat Universitas Jambi). Fondasi: Jurnal Teknik Sipil, 10(2), 101-110. http://dx.doi.org/10.36055/fondasi.v10i2.11887

PPIUG. (1983). Peraturan-Pembebanan-Indonesia-1983, 3–32.

Setiawan, Y., Ryanto, B., Geraldine, M., & Rina, R. (2021). Evaluasi gedung arsip Politeknik Negeri Jakarta sesuai SNI 1726-2019 dan SNI 2847-2019. Construction and Material Journal, 3(1), 51-56. https://doi.org/10.32722/cmj.v3i1.3748

SNI, 1726. (2019). Tata Cara Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung dan Non Gedung SNI 1726-2019.

SNI 1727, 2020. (2020). Beban Desain Minimum Dan Kriteria Terkait Untuk Bangunan Gedung Dan Struktur Lain 1727:2020.” Badan Standarisasi Nasional 1727:2020 (8): 1–336.

SNI, 2847. (2019). Persyaratan Beton Struktural Untuk Bangunan Gedung Dan Penjelasan (SNI 2847:2019).” Standar Nasional Indonesia (SNI) (8): 653–59.

Downloads

Published

2023-11-25

How to Cite

Anggarini, E., & Muzaidi, I. (2023). Structure Design Evaluation of Muhammadiyah Banjarmasin University Convention Centre Building Due to Functional Change Based on SNI 03-2847-2019. Semesta Teknika, 26(2), 222–230. https://doi.org/10.18196/st.v26i2.18659

Issue

Section

Articles