VARIABILITAS KEKUATAN KAYU PADA POHON MAHONI

Main Author: Karnasudirdja, Suparman
Other Authors: Puslitbang Hasil Hutan
Format: Article info application/pdf eJournal
Bahasa: ind
Terbitan: Pusat Penelitian dan Pengembangan Hasil Hutan , 2017
Subjects:
Online Access: http://ejournal.forda-mof.org/ejournal-litbang/index.php/JPHH/article/view/3114
http://ejournal.forda-mof.org/ejournal-litbang/index.php/JPHH/article/view/3114/2232
ctrlnum --ejournal.forda-mof.org-ejournal-litbang-index.php-index-oai:article-3114
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="id-ID">VARIABILITAS KEKUATAN KAYU PADA POHON MAHONI</title><creator>Karnasudirdja, Suparman</creator><subject lang="id-ID">Mahogany; Variation; combination; compression strengths</subject><description lang="id-ID">A&#xA0; study&#xA0; on a&#xA0; variation of&#xA0; bending&#xA0; and compression&#xA0; parallel to the grain strength&#xA0; in Mahogany&#xA0; (Swietenia mahogany) tree &#xA0;has been&#xA0; under&#xA0; taken.&#xA0; The material&#xA0; consisted of 5&#xA0; trees, each&#xA0; of&#xA0; which was represented by 4 bolt&#xA0; taken&#xA0; respectively from&#xA0; near tree&#xA0; base, at middle&#xA0; half and&#xA0; upper end of&#xA0; the merchantable bole.&#xA0; The test pieces&#xA0; were then drawn from&#xA0; each bolt&#xA0; following&#xA0;&#xA0; the&#xA0; cruciform&#xA0; pattern&#xA0; of&#xA0; the&#xA0; ASTM&#xA0;&#xA0; D14362 procedure. Using this pattern, 221&#xA0; and&#xA0; 197&#xA0; test specimens were respectively obtained&#xA0; for&#xA0; the&#xA0; bending&#xA0; and compression test.&#xA0; The&#xA0; result&#xA0; shows&#xA0; that&#xA0; the&#xA0; tree averages of&#xA0; the&#xA0; bending strength ranges from&#xA0; 90 - 110% of&#xA0; the species&#xA0; maan value, the cardinal point&#xA0; averages from&#xA0; 100 -101% and the position within tree (bolt)&#xA0; averages from&#xA0; 97 - 102%, As has been anticipated the tree averages are significantly different in both&#xA0; the bending&#xA0; and&#xA0; compression strengths. Computation of the precision&#xA0; of estimates&#xA0; of the species&#xA0; mean in term&#xA0; of the probable limit&#xA0; of&#xA0; error (PLE) as percentage of&#xA0; the species&#xA0; mean&#xA0; within 95%&#xA0; confidence band as suggested by Pearson (1952)&#xA0; indicates&#xA0; an error of&#xA0; 9,51% and&#xA0; 12,44%&#xA0;&#xA0; for&#xA0; respectively the bending &#xA0;and&#xA0; compression&#xA0;&#xA0; strength.&#xA0; Values&#xA0; of&#xA0; the probable limit of error PLE were then calculated&#xA0; using various combination of number of test pieces per tree and number&#xA0; of&#xA0; trees,&#xA0; and&#xA0; the result&#xA0; compared&#xA0;&#xA0; with&#xA0;&#xA0; those&#xA0; obtained&#xA0;&#xA0; from&#xA0; previous test&#xA0; using&#xA0; Agathis lorantifolia and&#xA0; Schima&#xA0; wallichii&#xA0; tree species.&#xA0; It shows&#xA0; that&#xA0; for structural and&#xA0; non-structural purposes at leat 10 trees per species,&#xA0; and 5-10 specimens&#xA0; per&#xA0; tree should&#xA0; be employed&#xA0;&#xA0; in future&#xA0; strength&#xA0; test in order to obtain&#xA0; an error of&#xA0; between&#xA0; 5 -10%. This is definitely an advantage&#xA0; compared with&#xA0; the&#xA0; current&#xA0; procedure.</description><publisher lang="id-ID">Pusat Penelitian dan Pengembangan Hasil Hutan</publisher><contributor lang="id-ID">Puslitbang Hasil Hutan</contributor><date>2017-08-09</date><type>Journal:Article</type><type>Other:info:eu-repo/semantics/publishedVersion</type><type>Other:</type><type>Other:</type><type>File:application/pdf</type><identifier>http://ejournal.forda-mof.org/ejournal-litbang/index.php/JPHH/article/view/3114</identifier><identifier>10.20886/jphh.1985.2.1.4-9</identifier><source lang="en-US">Jurnal Penelitian Hasil Hutan; Vol 2, No 1 (1985): Jurnal Penelitian Hasil Hutan; 4-9</source><source lang="id-ID">Jurnal Penelitian Hasil Hutan; Vol 2, No 1 (1985): Jurnal Penelitian Hasil Hutan; 4-9</source><source>2442-8957</source><source>0216-4329</source><language>ind</language><relation>http://ejournal.forda-mof.org/ejournal-litbang/index.php/JPHH/article/view/3114/2232</relation><rights lang="en-US">Copyright (c) 2017 Jurnal Penelitian Hasil Hutan</rights><rights lang="en-US">http://creativecommons.org/licenses/by-nc-sa/4.0</rights><recordID>--ejournal.forda-mof.org-ejournal-litbang-index.php-index-oai:article-3114</recordID></dc>
language ind
format Journal:Article
Journal
Other:info:eu-repo/semantics/publishedVersion
Other
Other:
File:application/pdf
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Journal:eJournal
author Karnasudirdja, Suparman
author2 Puslitbang Hasil Hutan
title VARIABILITAS KEKUATAN KAYU PADA POHON MAHONI
publisher Pusat Penelitian dan Pengembangan Hasil Hutan
publishDate 2017
topic Mahogany
Variation
combination
compression strengths
url http://ejournal.forda-mof.org/ejournal-litbang/index.php/JPHH/article/view/3114
http://ejournal.forda-mof.org/ejournal-litbang/index.php/JPHH/article/view/3114/2232
contents A study on a variation of bending and compression parallel to the grain strength in Mahogany (Swietenia mahogany) tree has been under taken. The material consisted of 5 trees, each of which was represented by 4 bolt taken respectively from near tree base, at middle half and upper end of the merchantable bole. The test pieces were then drawn from each bolt following the cruciform pattern of the ASTM D14362 procedure. Using this pattern, 221 and 197 test specimens were respectively obtained for the bending and compression test. The result shows that the tree averages of the bending strength ranges from 90 - 110% of the species maan value, the cardinal point averages from 100 -101% and the position within tree (bolt) averages from 97 - 102%, As has been anticipated the tree averages are significantly different in both the bending and compression strengths. Computation of the precision of estimates of the species mean in term of the probable limit of error (PLE) as percentage of the species mean within 95% confidence band as suggested by Pearson (1952) indicates an error of 9,51% and 12,44% for respectively the bending and compression strength. Values of the probable limit of error PLE were then calculated using various combination of number of test pieces per tree and number of trees, and the result compared with those obtained from previous test using Agathis lorantifolia and Schima wallichii tree species. It shows that for structural and non-structural purposes at leat 10 trees per species, and 5-10 specimens per tree should be employed in future strength test in order to obtain an error of between 5 -10%. This is definitely an advantage compared with the current procedure.
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