Perencanaan Struktur Gedung Sekolah Tinggi di Magelang
DOI:
https://doi.org/10.26623/ijces.v2i2.10984Keywords:
Structural Planning, School Building, Building StructureAbstract
That has a significant impact on economic development. Magelang has the opportunity because it is the first choice for thousands of new students from various regions in Indonesia who want to continue their studies at university. The College Building is a building consisting of lecture rooms, laboratories, meeting rooms, and lecturer rooms. As the number of students increases, there is an increasing demand for expanded physical buildings to accommodate a wide range of activities. With the construction of this building, it is hoped that it can have an international standard building by providing very good and comfortable facilities. The Planning of the Structure of Higher Education Buildings in Magelang refers to the regulations of the (SNI) Standard National Indonesian, Structural Concrete for Building Buildings SNI 2847-2019, Earthquake Resistance Planning for Building and Non;building Structures" SNI 1726-2019. Minimums and Criteria for Buildings and Other Structures" (SNI 1727-2020). The structural design of Magelang High School Building covers both upper and lower structures. The upper structure, planned using ETABS V.18 and Sp Column software, includes roofs, slabs, beams, and columns, The upper part deals with architectural design, whereas the lower part pertains to foundation preparation.Different loads are considered in structural analysis, including dead loads, live loads, wind loads, and earthquake loads. The design encompasses roof plates, floor plates, beams, columns, stairs, and foundations, with concrete quality targeted at fc' 33 MPa and steel quality at fy 420 MPa. The planning resulted in 4 block types (B1, B2, B3, and B4), 3 column types (K1, K2, and K3), and 5 floor plate types (A, B, C, D, and E). The foundation for the lower structure consists of pile foundations with a diameter of 50 cm.References
Jatmiko, S. (2022). Perencanaan Struktur Gedung Kuliah 3 Lantai Di Cepu dengan Menggunakan Sistem Rangka Pemikul Momen Menengah. Jurnal Konstruksi Ronggolawe (JKR), 1(1), 29–37.
Kunadi, N. R., & Rokhman, A. M. P. A. (2024). The Policy Analysis For Reducing The Use Of Plastic Bags In Surabaya Using A Problem Trees Analysis Approach. Konferensi Nasional Mitra FISIP, 2(1), 532–541.
Liando, F. J. (2020). Perencanaan Struktur Beton Bertulang Gedung Kuliah 5 Lantai. 8(4), 471–482.
Marthin, S., Sumajouw, D. J., & Dapas, S. O. (2019). Perencanaan Bangunan Bertingkat Banyak Menggunakan Sistem Flat Slab dengan Drop Panel. Jurnal Sipil Statik, 7(12), 1703–1710.
Siahay, M. C., Aryadi, A., Londongsalu, J., Adnan, S., Wulansari, I., Ampangallo, B., Serang, R., Rachman, R. M., Sopacua, H. A. I., & Leda, J. (2024). Pengantar Perencanaan Kota. Tohar Media.
SNI1726. (2019). PENETAPAN STANDAR NASIONAL INDONESIA 2847 : 2019 PERSYARATAN BETON STRUKTURAL UNTUK BANGUNAN GEDUNG DAN PENJELASAN SEBAGAI REVISI DARI STANDAR NASIONAL INDONESIA 2847 : 2013. BADAN STANDARDISASI NASIONAL, 8.
SNI1727. (2020). SNI 1727:2020 Beban desain minimum dan Kriteria terkait untuk bangunan gedung dan struktur lain. BADAN STANDARDISASI NASIONAL, 8, 1–336.
SNI2847. (2019). Penyampaian Keputusan Kepala Badan Standardisasi Nasional. BADAN STANDARDISASI NASIONAL, 8.
Uno, H. B., & Nina Lamatenggo, S. E. (2022). Teori kinerja dan pengukurannya. Bumi Aksara.
Downloads
Published
Issue
Section
License
Copyright (c) 2025 Indonesian Journal of Civil Engineering Study

This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
This work is licensed under a Creative Commons Attribution 4.0 International License.

