Evaluation of Floor Plates in the Bima City Regional General Hospital Building

Muhammad  Syaiful; Wira Setiawan; Sulis  Syaputri

doi:10.70716/reswara.v4i3.739

Authors

Muhammad Syaiful Department of Civil Engineering, University of Muhammadiyah Bima, Bima, Indonesia Author
Wira Setiawan Department of Civil Engineering, University of Muhammadiyah Bima, Bima, Indonesia Author
Sulis Syaputri Department of Civil Engineering, University of Muhammadiyah Bima, Bima, Indonesia Author

DOI:

https://doi.org/10.70716/reswara.v4i3.739

Keywords:

floor slab, deflection, SAP2000, Bima City Hospital, SNI 2847:2019

Abstract

Floor slabs are the main structural elements that withstand the gravitational load of multi-storey buildings. This study aims to evaluate the deflection of the roof floor plate of the Bima City Regional General Hospital (RSUD) building to ensure the safety and adequacy of the structure based on service requirements. The analysis was performed numerically using SAP2000 v22 software with Shell-Thin elements. Structural data includes 8 m × 8 m slabs, 120 mm thick, concrete quality f'c = 25 MPa, fy steel quality = 420 MPa, and two-layer D10-150 reinforcement. Loading refers to SNI 1727:2020 and PPIUG 1983, with a total dead load of 4.16 kN/m² and a live load of 0.96 kN/m². The permissible deflection is calculated based on SNI 2847:2019 as δ_allow = L/240 = 33.33 mm. The results of the SAP2000 analysis showed a maximum deflection of 3.08 mm, which was far below the permissible limit, so that the roof floor plate of the Bima City Hospital was declared safe and met the requirements of the service limit country.

References

Amando, N., Lie, & Alo, V. M. (2024). Comparative analysis of the deflection value of reinforced concrete floor plates using structural analysis based on SNI 2847:2019 and Abaqus CAE. G-SMART Journal of Civil Engineering Soegijapranata University, 8(1), 28–35. https://doi.org/10.24167/gsmart.v8i1.11589

Ariyanto, A. S. (2020). Multi-storey (Case study on apartment buildings and Hotel Candiland Semarang). Department of Civil Engineering, Semarang State Polytechnic, 6(1), 7.

Arthquakes, P. O. E., Alangka Raya, I. N. P., & Central Kalimantan, C. K. (2021). Evaluation of the structure of the IAIN Palangka Raya postgraduate building against earthquake potential in Palangka Raya. Dynamics of Civil Engineering, 14(2), 63–68.

Dewi, P., & Mayanti, S. (2021). Evaluation of floor plate planning at the Saffiyatul Amaliyyah Education Foundation building, Jalan Kemuning, Medan. Journal of Civil Mechanical Construction Engineering (JRKMS), 4(1), 15.

Hernandi, Y. (2020). Factors influencing worker productivity. Journal of Civil Engineering Partners, 3(2), 299–312.

Indarta, F. A., Widodo, J., & Ratnaningsih, A. (2025). Construction safety plans in high-rise building construction projects: Evaluation and development. Journal of Civil Engineering Specialists, 6(2), 11.

Istiono, H., Septiarsilia, et al. (2023). Evaluation of the structure of the Swiss-Belhotel Darmo Surabaya hotel building using pushover analysis based on SNI 1726-2019. Journal of Technology and Management, 4(2), 97–110. https://doi.org/10.31284/j.jtm.2023.v4i2.4553

Sustainable, S. (2021). Evaluation of the structural planning of reinforced concrete buildings SNI 2013 and steel roof frame SNI 2015 using SAP2000 on land building buildings in Blitar Regency. Journal of Qua Teknika, 11(2), 8.

Nabiilah, P., Azizi, A., & Wibowo, M. A. (2025). Deflection analysis on the floor plate structure of the Tajum Karang Bawang Bridge, Banyumas. Jurnal Nasional, 6(1), 7–12.

Pratama, et al. (2025). Implementation of column and floor plate work for the office of the civil construction development project of the AFI Factory. Jurectics, 2(2), 222–227.

Prayogo, D., & Harsono, K. (2020). Optimization of concentric braced steel frame structure based on SNI 1726:2019, SNI 1727:2020, and SNI 1729:2020. https://doi.org/10.1088/1755-1315/907/1/012010

Science, E. (2019). Evaluation of building structure planning using SNI 1726:2019 and SNI 2847:2019 in earthquake-prone areas. https://doi.org/10.1088/1755-1315/1321/1/012024

Subagio, P., & Krisnamurti. (2021). Evaluation of the increase in the number of floors in the lecture building, Faculty of Engineering, University of Jember. Paduraksa, 10, 1–12. https://doi.org/10.22225/pd.10.1.1965.1-12

Fageer, A. A. (2023). Short-term deflection modeling of reinforced concrete slabs using a layered approach.

Kalib, E. S., & Shewalul, Y. W. (2021). Response of the flat reinforced concrete floor slab with openings under cyclic in-plane loading. Advances in Civil Engineering, 2021, Article 2503475. https://doi.org/10.1155/2021/2503475

Sharma, M. K., Dauji, S., Srivastava, P. K., & Bhargava, K. (2021). Development of methodology for design of grade slab using numerical approach. Journal of Asian Concrete Federation, 7(1), 12–23. https://doi.org/10.18702/acf.2021.06.7.1.12

But, J. (2021). Analysis of deflection of coated plates with plastic inserts.

Ravasini, S., Vecchi, F., Belletti, B., & Muttoni, A. (2023). Verification of deflections and cracking of RC flat slabs with numerical and analytical approaches. Engineering Structures, 284, Article 115926. https://doi.org/10.1016/j.engstruct.2023.115926

Studies, P., Programs, C. E., Faculty of Engineering, Krisnadwipayana University, Shear Force, & Reinforcement Ratio. (2022). Analysis of building structure to horizontal elements in the KPK Jakarta storage building. 8(2), 18–29.

Zengin, B., & Usta, P. (2021). Farklı döşeme tiplerine sahip betonarme binaların seismik davranışı (Seismic analysis of different types of slabs for reinforced concrete structures). European Journal of Science and Technology, (27), 171–176. https://doi.org/10.31590/ejosat.946539