Keandalan Modulus Of Elasticity (Moe) Untuk Menduga Kekuatan Kayu Bercacat Akibat Lubang Bor

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DC Field	Value	Language
dc.contributor.author	Bahtiar, Effendi Tri
dc.date.accessioned	2012-01-16T07:27:13Z
dc.date.available	2012-01-16T07:27:13Z
dc.date.issued	2005
dc.identifier.uri	http://repository.ipb.ac.id/handle/123456789/52939
dc.description.abstract	Many standards such as PKK1NI-5 1961, Sll-0458 1981, SKI C-bo-010-1987, SN1 03-3527 1994, and ASTM D245, stated strength ratio is very important indicate to adjust the allowable stress of wood. However the mechanical grading has been developed recently so strength ratio is not necessary anymore. This research is conducted to evaluate the ability of Modulus of Elasticity as a single variable to grade the sound wood and defected wood. In this research drilled hole represents as wood defect. This research saw that eventhough wood has been drilled, each variable (MOE apparent measured by Panter or UTM, or MOE true) is good enough to predict the MOR.	en
dc.publisher	Bogor Agricultural University (IPB)
dc.relation.ispartofseries	Vol. 18;No. 2	-
dc.title	Keandalan Modulus Of Elasticity (Moe) Untuk Menduga Kekuatan Kayu Bercacat Akibat Lubang Bor	en
dc.title.alternative	The Modulus of Elasticity as Predict the Strength of Drilled Wood	en
Appears in Collections:	Jurnal Teknologi Hasil Hutan

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