PERENCANAAN STRUKTUR BANGUNAN RUKO 7 LANTAI

Authors

  • Edison H. Manurung Universitas Mpu Tantular
  • Agnes Intan Permatasari Universitas Mpu Tantular
  • Akhmad Faruq Universitas Mpu Tantular
  • Bagus Nugroho Prasetyo Universitas Mpu Tantular
  • Muhammad Ardiansyah Mursalim Universitas Mpu Tantular
  • Muhammad Hisyam Batubara Universitas Mpu Tantular

DOI:

https://doi.org/10.61722/jirs.v2i2.5844

Abstract

Abstract. This study discusses the structural design of a 7-storey building that uses reinforced concrete material as the main structural element. The design was carried out based on the provisions of SNI 2847:2019 and SNI 1726:2019. Structural analysis is performed using SAP2000 software. The design results show that the building structure is safe against vertical and lateral loads with a special moment bearing frame system (SRPMK)

Keywords: reinforced concrete structure, SAP2000, spColumn, SNI 2847:2019, SRPMK, earthquake.

 

Abstrak. Penelitian ini membahas perancangan struktur sebuah gedung bertingkat 7 lantai yang menggunakan material beton bertulang sebagai elemen struktural utama. Perancangan dilakukan berdasarkan ketentuan SNI 2847:2019 dan SNI 1726:2019. Analisis struktur dilakukan menggunakan perangkat lunak SAP2000. Hasil perancangan menunjukkan bahwa struktur gedung aman terhadap beban vertikal dan lateral dengan sistem rangka pemikul momen khusus (SRPMK).

Kata Kunci: struktur beton bertulang, SAP2000, spColumn, SNI 2847:2019, SRPMK, gempa

References

SNI 2847:2019;

SNI 1726:2019;

SNI 1727:2020;

Timoshenko & Gere. Mechanics of Materials;

Buku Beton Bertulang (H.M. Soegijanto, dkk)

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Published

2025-07-12

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Section

Articles