STRUCTURAL PLANNING OF 4 FLOOR BULDING OFFICE OF HIGH PROSECUTORS, CENTRAL JAVA

  • Dicky Alga Saputra Fakultas Teknik Jurusan Teknik Sipil, Universitas Semarang
  • Purwanto Fakultas Teknik Jurusan Teknik Sipil, Universitas Semarang
  • Trias Widorini
  • Ngudi Hari Crista Fakultas Teknik Jurusan Teknik Sipil, Universitas Semarang
  • Gama Aji Krisno Fakultas Teknik Jurusan Teknik Sipil, Universitas Semarang

Abstract

Structural Planning of a building construction is needed to get the most effective and efficient dimensions and configuration of the structure. Planning of a building structure located in a prone area must be planned according to standards, strong, and earthquake safe. Structural Planning of a 4 - Story Building for the Central Java Attorney General's Office, referring to the Structural Concrete Requirements to refer to Buildings and Non-Buildings (Indonesian National Standard 03-1726-2019) and Minimum Loads for Designing Buildings and Other Structures (Indonesian National Standard 03-1727-2013).

The planning of the 4-story building structure of the Central Java Prosecutor's Office includes the planning of the upper and lower structures. Planning the upper structure using SAP 2000 V14.2.2, while the lower structure is planned manually. The upper structure includes the planning of the roof, beams, columns, and floor plates of the building, while the lower structure includes the planning of the foundation. Loads that are reviewed for the design of structural elements are dead load, live load, and earthquake load. Earthquake load entered is dynamic earthquake load.

Structural Planning of a building construction is needed to get the most effective and efficient dimensions and configuration of the structure. Planning of a building structure located in a prone area must be planned according to standards, strong, and earthquake safe. Structural Planning of a 4 - Story Building for the Central Java Attorney General's Office, referring to the Structural Concrete Requirements to refer to Buildings and Non-Buildings (Indonesian National Standard 03-1726-2019) and Minimum Loads for Designing Buildings and Other Structures (Indonesian National Standard 03-1727-2013).

The planning of the 4-story building structure of the Central Java Prosecutor's Office includes the planning of the upper and lower structures. Planning the upper structure using SAP 2000 V14.2.2, while the lower structure is planned manually. The upper structure includes the planning of the roof, beams, columns, and floor plates of the building, while the lower structure includes the planning of the foundation. Loads that are reviewed for the design of structural elements are dead load, live load, and earthquake load. Earthquake load entered is dynamic earthquake load.

References

[1] Badan Standardisasi Nasional. (2019). SNI - 1726 - 2019 Tata Cara Perencanaan Ketahan Gempa untuk Struktur Bangunan Gedung dan Nongedung. Jakarta: Badan Standardisasi Nasional.
[2] Badan Standardisasi Nasional. (2020). SNI - 1727 - 2020 Beban Desain Minimum dan Kriteria terkait untuk Bangunan Gedung dan Struktur Lain. Jakarta: Badan Standardisasi Nasional.
[3] Badan Standarisasi Nasional. (2019). SNI - 2847-2019 Persyaratan Beton Struktural untuk Bangunan dan Penjelasan. Jakarta: Badan Standarisasi Nasional.
[4] Blessler, B. (1960). Design Criteria for Reinforced Concrete Columns under Axial Load and Biaxial Bending. In Journal of The American Concrete Institute (pp. 481-490). Farmington Hills.
[5] Budur, K., Suwardja., A. (1994). Studi Pustaka Analisa Kolom Biaksial. Yogyakarta: Universitas Islam Indonesia.
[6] Direktorat Penyelidikan Masalah Bangunan. (1983). Peraturan Pembebanan Indonesia Untuk Gedung. Bandung: Yayasan Lembaga Penyelidikan Masalah Bangunan.
[7] Kamaludin. (2017). Perhitungan Luas Penulangan Metode Bisection pada Kolom Biaxial Menggunakan Delphi dengan Rumus Bresler. Jurnal Teknisia, Volume XXII, No. 2,8.
[8] Kresna, F. B. (2016). Evaluasi Penggunaan Kolom Miring Pada Struktur Bangunan C-Dast Universitas Jember. Jember: Universitas Jember.
[9] Lesmana, Y. (2019). Desain Struktur Beton Bertulang. Makassar: Nas Media Pustaka.
[10] Nobel, A. (2012). Studi Perilaku Struktur Gedung dengan Kolom Miring Beton Bertulang Bentang Panjang Terhadap Beban Gempa. Depok: Universitas Indonesia.
[11] Simatupang, A. D. (2019). Analisis dan Desain Elemen Struktur Beton Bertulang pada Gedung yang Memiliki Kolom Miring dengan Sistem Rangka Pemikul Momen Biasa (SRPMB). JRSDD, Edisi Juni 2019, Vol. 7, No. 2, 1 - 13.
[12] Struktur Beton. (n.d). Semarang: Universitas Semarang.
[13] Vis, C.W., Kusuma, Gideon. (1993). Grafik dan Tabel Perhitungan Beton Bertulang.
Published
2024-03-31