Article Per Year (5 Year)
p-Index From 2021 - 2026
0.408
P-Index
This Author published in this journals
All Journal Jurnal Teknik Sipil Unpand
Verdian Setiawan
Unknown Affiliation
Civil Engineering, Building, Construction & Architecture Engineering

Published : 2 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 2 Documents
Search

 1 
DESAIN STRUKTUR ATAS GEDUNG RUMAH SUSUN SEDERHANA SEWA (RUSUNAWA) 5 LANTAI JALAN NEGARA NO. 9 SEPAKU – KALIMANTAN TIMUR Verdian Setiawan; Ummi Chasanah; Soehartono
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand
Publisher : Program Studi Teknik Sipil Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/j8y67g87

Abstract

Pertumbuhan infrastruktur di Sepaku, Kalimantan Timur, memicu kebutuhan fasilitas hunian vertikal yang aman terhadap beban lateral. Penelitian ini bertujuan mendesain struktur atas gedung Rumah Susun Sederhana Sewa (Rusunawa) 5 lantai di Jalan Negara No. 9, Sepaku, menggunakan konfigurasi beton bertulang. Metode perancangan mengacu pada regulasi terbaru, yaitu SNI 1727:2020 untuk pembebanan, SNI 1726:2019 untuk analisis beban gempa, dan SNI 2847:2019 untuk persyaratan beton struktural. Analisis struktur tiga dimensi dilakukan menggunakan perangkat lunak SAP2000 v.14. Evaluasi difokuskan pada elemen struktural utama, meliputi komponen Tie Beam (TB.1) dimensi 30×50 cm , Tie Beam (TB.2) 25×40 cm,  Balok (B1) dimensi 30×50 cm, Balok (B2) 25×40 cm dan Kolom (K1) dimensi 50×50 cm, Kolom (K2) 35×35 cm. Hasil analisis menunjukkan bahwa dimensi penampang komponen struktur tersebut mampu menahan kombinasi beban gravitasi dan lateral secara aman. Kebutuhan luasan tulangan lentur dan geser yang dihasilkan telah memenuhi batas minimum dan maksimum sesuai kriteria Sistem Rangka Pemikul Momen Khusus (SRPMK). Hasil tugas akhir ini diharapkan dapat menjadi referensi teknis perancangan gedung bertingkat yang andal dan akuntabel di kawasan Sepaku.
DESAIN STRUKTUR ATAS GEDUNG RUMAH SUSUN SEDERHANA SEWA (RUSUNAWA) 5 LANTAI JALAN NEGARA NO. 9 SEPAKU – KALIMANTAN TIMUR Verdian Setiawan; Ummi Chasanah; Soehartono
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand, Vol. 3, No. 1, Mei 2026
Publisher : Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/49wt3755

Abstract

Infrastructure development in Sepaku, East Kalimantan, has created a demand for vertical housing facilities capable of withstanding lateral loads. This study aims to design the superstructure of a five-story low-cost rental apartment building (Rusunawa) located at Jalan Negara No. 9, Sepaku, utilizing a reinforced concrete configuration. The design methodology adheres to the latest regulations: SNI 1727:2020 for loading, SNI 1726:2019 for seismic load analysis, and SNI 2847:2019 for structural concrete requirements. A three-dimensional structural analysis was conducted using SAP2000 v.14 software. The evaluation focused on key structural elements, including tie beams (TB.1: 30×50 cm; TB.2: 25×40 cm), beams (B1: 30×50 cm; B2: 25×40 cm), and columns (K1: 50×50 cm; K2: 35×35 cm). The analysis results indicate that the cross-sectional dimensions of these structural components are capable of safely resisting combined gravity and lateral loads. The calculated flexural and shear reinforcement areas meet the minimum and maximum limits prescribed by the Special Moment Resisting Frame (SMRF) criteria. This study is expected to serve as a technical reference for the design of reliable and accountable multi-story buildings in the Sepaku area.
Co-Authors Soehartono Ummi Chasanah