THE FLEXURAL STRENGTH AND RIGIDITY OF ALBASIA NAIL-LAMINATED BEAM

https://doi.org/10.22146/jcef.18948

J.A. Tjondro(1*), H. Budianto(2), W. Aryakusuma(3)

(1) Department of Civil Engineering, Parahyangan Catholic University, Bandung
(2) Alumni, Department of Civil Engineering, Parahyangan Catholic University, Bandung
(3) 
(*) Corresponding Author

Abstract


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.

Full Text:

PDF PDF



DOI: https://doi.org/10.22146/jcef.18948

Article Metrics

Abstract views : 1087 | views : 1028 | views : 876

Refbacks

  • There are currently no refbacks.




Copyright (c) 2022 The Author(s)


The content of this website is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
ISSN 5249-5925 (online) | ISSN 2581-1037 (print)
Jl. Grafika No.2 Kampus UGM, Yogyakarta 55281
Email : jcef.ft@ugm.ac.id
Web Analytics JCEF Stats