Structural Design of a Six-Story Reinforced Concrete Apartment Building Using a Special Moment Frame (SMF) System

Praycello Jason Tumiwa; Ronny E. Pandaleke; Banu D. Handono

doi:10.55927/fjmr.v4i8.391

Authors

Praycello Jason Tumiwa Sam Ratulangi University
Ronny E. Pandaleke Sam Ratulangi University
Banu D. Handono Sam Ratulangi University

DOI:

https://doi.org/10.55927/fjmr.v4i8.391

Keywords:

SMF, Flats, Concrete Structure, Spectrum Response, ETABS

Abstract

The limited land around the campus area encourages the application of vertical solutions in the form of student flats as a comfortable and efficient residential alternative. This research aims to design an earthquake-resistant multi-story flat structure by applying the principles of a special moment bearing frame system (SMF). Planning refers to earthquake loading according to SNI and other loading theories. The structure has a size of 38.25 m × 17.85 m with a height of 24 m, using concrete f'c = 30 MPa, steel fy = 420 MPa, and fyt = 280 MPa. Based on the soil investigation, the site belongs to SD soil class and Seismic Design Category D and the structural design and analysis process is assisted using software. The design results show that all structural elements are able to withstand vertical and horizontal loads, and the reinforcement has been controlled against moments and shear forces, and the structure meets SMF standards.

References

American Concrete Institute. (2018). ACI SP-17M(14)-The Reinforced Concrete Design Handbook Vol.1. Farmington Hills: American Concrete Institute.

American Concrete Institute. (2019). ACI 318-19: Building Code Requirements for Structural Concrete. Farmington Hills: American Concrete Institute.

American Society of Civil Engineers. (2016). ASCE-7-16: Minimum Design Loads and Associated Criteria for Buildings and Other Structures. Reston, Virginia: American Society of Civil Engineers (ASCE).

Badan Standardisasi Nasional. (2017). SNI 2052-2017: Baja Tulangan Beton. Jakarta: Badan Standardisasi Nasional.

Badan Standardisasi Nasional. (2017). SNI 8460-2017: Persyaratan Perancangan Geoteknik. Jakarta: Badan Standardisasi Nasional.

Badan Standardisasi Nasional. (2019). SNI 1726-2019: Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non-Gedung. Jakarta: Badan Standardisasi Nasional.

Badan Standardisasi Nasional. (2019). SNI 2847-2019: Persyaratan Beton Struktural untuk Bangunan Gedung. Jakarta: Badan Standardisasi Nasional.

Badan Standardisasi Nasional. (2020). SNI 1727-2020: Beban Desain Minimum dan Kriteria Terkait Untuk Bangunan Gedung dan Struktur Lain. Jakarta: Badan Standardisasi Nasional.

Bawimbang, T. G., Handono, B. D., & Pandaleke, R. E. (2024). Perencanaan Struktur Beton Bertulang Gedung Hotel Sembilan Lantai di Kota Manado. TEKNO.

Buarlele, L., Kusuma, B., & Tanijaya, J. (2021). Prediksi kekuatan geser beton pada balok beton bertulang tanpa tulangan geser. Jurnal Teknik Sipil Statik, 16(1), Oktober.

Cahyani, A. R. T., & Putra. Material Planning for Upper Structure Work Based on the Material Requirement Planning (MRP) Method in the Kasih Ibu Hospital Construction Project, Surakarta. Formosa Journal of Multidisciplinary Research (FJMR), 2024. Artikel ID 9525/9531. Received 23 March; Revised 22 April; Accepted 21 May 2024. Open-access under CC BY 4.0.

Fuzairi, S. A., Sumajouw, M. D. J., & Pandaleke, R. E. (2023). Perencanaan Ulang Struktur Bangunan Gedung Asrama 5 Lantai di Politeknik Pelayaran Sulawesi Utara. TEKNO.

Koloy, B., Pandaleke, R. E., & Kumat, E. J. (2023). Perencanaan Struktur Beton Bertulang Gedung Arsip 4 Lantai. TEKNO.

Laily Rivaldo. (n.d.). Perencanaan gedung training center konstruksi beton bertulang 4 lantai di Kota Manado [Tugas Akhir, Universitas Sam Ratulangi].

Mahendrayu, B., & Kartini, W. (2019). Sistem Rangka Pemikul Momen Khusus (SRPMK) Struktur Beton Bertulang Pada Gedung Graha Siantar Top Surabaya. KERN: Jurnal Ilmiah Teknik Sipil, 2(2).

Manoppo, J. B. A., Sumajouw, M. D. J., & Handono, B. D. (2023). Perencanaan Ulang Struktur Bangunan Gedung Kelas 5 Lantai di Politeknik Pelayaran Sulawesi Utara. TEKNO.

Priyosulistyo, H. (2022). Perancangan dan analisis struktur beton bertulang I. UGM Press. https://ugmpress.ugm.ac.id/en/product/teknik/perancangan-dan-analisis-struktur-beton-bertulang-i

PusGeN, Kementrian PUPR. (2021). Spektrum Respons Desain Indonesia 2021. Diakses pada 16 September 2021, dari https://rsci.ciptakarya.pu.go.id/2021/

Sudarman, C. S. (2022, 30 Juli). Pengaruh pergantian sebagian pasir dengan limbah batu granit dan rambut terhadap kuat tekan dan kuat lentur beton. Formosa Journal of Multidisciplinary Research, 1(3), 803–818. https://doi.org/10.55927/fjmr.v1i3.762

Tampubolon, S. P. (2022). Struktur Beton I. UKI Press. https://repository.uki.ac.id/7923/1/BukuStrukturBeton1.pdf

Tavio, & Wijaya, U. (2019). Buku Panduan Desain Struktur Beton Bertulang Dasar. Surabaya dan Jakarta: Deepublish.

Turangan, A. P., Dapas, S. O., & Mondoringin, M. R. I. A. J. (2023). Perencanaan Kembali Struktur Beton Bertulang Balai Kesehatan Ibu dan Anak di Kota Manado. TEKNO.

Wantania, L. M. G., Pandaleke, R. E., & Handono, B. D. (2024). Perencanaan Struktur Beton Bertulang Gedung Sekolah Empat Lantai di Kota Manado. TEKNO.

Wongkar, F. F. X., Windah, R. S., & Wallah, S. E. (2024). Desain Shear Wall Pada Gedung Bertingkat. TEKNO.