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CARA PENENTUAN KELAS KUAT ACUAN BAMBU PETUNG

Main Author: Oka, Gusti Made
Format: Article info application/pdf eJournal
Bahasa: eng
Terbitan: MEKTEK , 2012
Online Access: http://jurnal.untad.ac.id/jurnal/index.php/Mektek/article/view/358
http://jurnal.untad.ac.id/jurnal/index.php/Mektek/article/view/358/297
ctrlnum article-358
fullrecord <?xml version="1.0"?> <dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><title lang="en-US">CARA PENENTUAN KELAS KUAT ACUAN BAMBU PETUNG</title><creator>Oka, Gusti Made</creator><description lang="en-US">Wood use in civil buildings has shown increasing demand whether for structural or non structural means. The demand itself can not be fulfilled because on the lack of lumber woods in large diameter. On the other hand, bamboo has not been optimally exploted althougth research results have shown that bamboo has strength and better performance compared to other building materials. This research was aimed to reveal the physical and mechanical properties of bamboo Petung. Preliminary research was made the physical and mechanical properties specimens bamboo Petung, which following the ISO 3129-197 standard test method. The result experiment showed that bamboo modulus of elasticity (MOE) obtained was 13257.65 MPa, therefore could be classified as strength class E13. The result of mechanical way test showed that modulus of rapture(MOR), the tensile strength, compression strength parallel, compression strength upright, the shear strength were 29 MPa, 27 MPa, 33 MPa, 11 MPa and 5 MPa</description><publisher lang="en-US">MEKTEK</publisher><contributor lang="en-US"/><date>2012-04-25</date><type>Journal:Article</type><type>Other:info:eu-repo/semantics/publishedVersion</type><type>Other:</type><type>File:application/pdf</type><identifier>http://jurnal.untad.ac.id/jurnal/index.php/Mektek/article/view/358</identifier><source lang="en-US">MEKTEK; Vol 7, No 2 (2005)</source><language>eng</language><relation>http://jurnal.untad.ac.id/jurnal/index.php/Mektek/article/view/358/297</relation><recordID>article-358</recordID></dc>
language eng
format Journal:Article
Journal
Other:info:eu-repo/semantics/publishedVersion
Other
Other:
File:application/pdf
File
Journal:eJournal
author Oka, Gusti Made
title CARA PENENTUAN KELAS KUAT ACUAN BAMBU PETUNG
publisher MEKTEK
publishDate 2012
url http://jurnal.untad.ac.id/jurnal/index.php/Mektek/article/view/358
http://jurnal.untad.ac.id/jurnal/index.php/Mektek/article/view/358/297
contents Wood use in civil buildings has shown increasing demand whether for structural or non structural means. The demand itself can not be fulfilled because on the lack of lumber woods in large diameter. On the other hand, bamboo has not been optimally exploted althougth research results have shown that bamboo has strength and better performance compared to other building materials. This research was aimed to reveal the physical and mechanical properties of bamboo Petung. Preliminary research was made the physical and mechanical properties specimens bamboo Petung, which following the ISO 3129-197 standard test method. The result experiment showed that bamboo modulus of elasticity (MOE) obtained was 13257.65 MPa, therefore could be classified as strength class E13. The result of mechanical way test showed that modulus of rapture(MOR), the tensile strength, compression strength parallel, compression strength upright, the shear strength were 29 MPa, 27 MPa, 33 MPa, 11 MPa and 5 MPa
id IOS2261.article-358
institution Universitas Tadulako
institution_id 23
institution_type library:university
library
library Perpustakaan Universitas Tadulako
library_id 604
collection MEKTEK
repository_id 2261
city KOTA PALU
province SULAWESI TENGAH
repoId IOS2261
first_indexed 2016-09-22T21:17:38Z
last_indexed 2016-09-22T21:17:38Z
recordtype dc
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