# Shear strength analysis of reduced beam section (RBS) on castellated beam
> Parung H.

URL kanonis: https://discover.unhas.ac.id/publications/pub_scopus_85091397811
Jurnal / Konferensi: Iop Conference Series Earth and Environmental Science
Tahun terbit: 2020
DOI: https://doi.org/10.1088/1755-1315/473/1/012131
ISSN: 17551307
Citations: 1

## Authors
- Parung H.

## Abstract
Abstract Shear strength analysis of the reduced beam section (RBS) on the castellated beam with exterior connection aimed to analyze the structural elements to determine the shear force acting due to cyclic loading. The study was developed from the theory of moments due to shear forces based on the American Institute of Steel’s Prequalified Connection Construction for Special and Intermediate Moment Frames for Seismic Applications (AISC 358-10). This study used an experiment of RBS on a castellated beam with an exterior connection model subjected to cyclic loading. The result shows that the shear strength occurred after the bending failure of the beam.

## Keywords
- Structural engineering
- Shear (geology)
- Beam (structure)
- Materials science
- Bending moment
- Connection (principal bundle)
- Shear and moment diagram
- Shear force
- Composite material
- Bending stiffness
- Engineering

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Sumber: Discover Unhas — RIMS Universitas Hasanuddin.
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