THE FLEXURAL STRENGTH AND RIGIDITY OF ALBASIA NAIL-LAMINATED BEAM

The horizontally and vertically nail-laminated beams were tested in this experimental study. Twelve specimens of horizontally nail-laminated beam with the same cross section and variation of four nail spacings were tested.  Nine specimens of vertically nail-laminated beam with the same nail spacing...

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Main Authors: J.A. Tjondro, H. Budianto, W. Aryakusuma
Format: Article
Language:English
Published: Universitas Gadjah Mada 2012-02-01
Series:Journal of the Civil Engineering Forum
Online Access:https://jurnal.ugm.ac.id/jcef/article/view/18948
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spelling doaj-3be4563c7d0d44d3a0bd8db092aa4c3f2020-11-24T21:15:55ZengUniversitas Gadjah MadaJournal of the Civil Engineering Forum2089-56312549-59252012-02-0120110.22146/jcef.1894812662THE FLEXURAL STRENGTH AND RIGIDITY OF ALBASIA NAIL-LAMINATED BEAMJ.A. Tjondro0H. Budianto1W. AryakusumaDepartment of Civil Engineering, Parahyangan Catholic University, BandungAlumni, Department of Civil Engineering, Parahyangan Catholic University, BandungThe horizontally and vertically nail-laminated beams were tested in this experimental study. Twelve specimens of horizontally nail-laminated beam with the same cross section and variation of four nail spacings were tested.  Nine specimens of vertically nail-laminated beam with the same nail spacing and three variations of cross sections, namely rectangular, I and box also were investigated. The hardwood fast growing species, Albasia (Albizia Falcata) was used. All specimens were made from four Albasia wood planks with approximately has the same cross section area. The flexural strength, rigidity and ductility of beams were investigated. The vertically nail-laminated beam has greater strength and rigidity than horizontally nail-laminated beam, but less in ductility.https://jurnal.ugm.ac.id/jcef/article/view/18948
collection DOAJ
language English
format Article
sources DOAJ
author J.A. Tjondro
H. Budianto
W. Aryakusuma
spellingShingle J.A. Tjondro
H. Budianto
W. Aryakusuma
THE FLEXURAL STRENGTH AND RIGIDITY OF ALBASIA NAIL-LAMINATED BEAM
Journal of the Civil Engineering Forum
author_facet J.A. Tjondro
H. Budianto
W. Aryakusuma
author_sort J.A. Tjondro
title THE FLEXURAL STRENGTH AND RIGIDITY OF ALBASIA NAIL-LAMINATED BEAM
title_short THE FLEXURAL STRENGTH AND RIGIDITY OF ALBASIA NAIL-LAMINATED BEAM
title_full THE FLEXURAL STRENGTH AND RIGIDITY OF ALBASIA NAIL-LAMINATED BEAM
title_fullStr THE FLEXURAL STRENGTH AND RIGIDITY OF ALBASIA NAIL-LAMINATED BEAM
title_full_unstemmed THE FLEXURAL STRENGTH AND RIGIDITY OF ALBASIA NAIL-LAMINATED BEAM
title_sort flexural strength and rigidity of albasia nail-laminated beam
publisher Universitas Gadjah Mada
series Journal of the Civil Engineering Forum
issn 2089-5631
2549-5925
publishDate 2012-02-01
description The horizontally and vertically nail-laminated beams were tested in this experimental study. Twelve specimens of horizontally nail-laminated beam with the same cross section and variation of four nail spacings were tested.  Nine specimens of vertically nail-laminated beam with the same nail spacing and three variations of cross sections, namely rectangular, I and box also were investigated. The hardwood fast growing species, Albasia (Albizia Falcata) was used. All specimens were made from four Albasia wood planks with approximately has the same cross section area. The flexural strength, rigidity and ductility of beams were investigated. The vertically nail-laminated beam has greater strength and rigidity than horizontally nail-laminated beam, but less in ductility.
url https://jurnal.ugm.ac.id/jcef/article/view/18948
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