Article Per Year (5 Year)
p-Index From 2020 - 2025
0.23
P-Index
This Author published in this journals
All Journal SEMINAR TEKNOLOGI MAJALENGKA (STIMA)
Fahira, Najma
Unknown Affiliation
Computer Science & IT Control & Systems Engineering Industrial & Manufacturing Engineering Mechanical Engineering Transportation

Published : 1 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 1 Documents
Search

 1 
Analisis Desain Sambungan RBS Terprakualifikasi Pada Struktur Atap Gable Berdasarkan SNI 7972:2020 Fahira, Najma; Hasyim, Wachid; Suhana, Nono
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 7 (2023): STIMA 7.0 "Transformasi Peradaban Akademik Menyongsong Revolusi Industri 5.0"
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v7i0.980

Abstract

Reduced Beam Section (RBS) joints generally reduce the plastic section of column-beam joints or column faces by reducing the flange width in the plastic joint area. The research compares the behavior and internal forces in the column-beam joints in conventional and Reduced Beam Section column-beam joints. The method used is a method of numerical analysis of research variables by standards and regulations. A notch with a reduction of 45% can be used as a first step in designing an RBS connection. The reduced beam section connection with a notch depth of 35 mm produces a maximum moment on the face of the column (Mf = 37800.466 Kgm) less than the plastic moment on the beam (ϕd Mpe = 44807.117 Kgm), The reduced beam section connection produces a shear force that occurs Vu = VRBS is (Vu = VRBS = 180.73 Kn) less than the allowable shear resistance (Vn = 280.8 kN), and the Reduced Beam Section (RBS) connection in the structure is more efficient than using conventional joints
Co-Authors Suhana, Nono Wachid Hasyim, Wachid