TAHANAN LATERAL SAMBUNGAN KAYU SENGON LVL (LAMINATED VENEER LUMBER) DENGAN PASAK BAMBU PETUNG

Wood connections are usually using bolts or nails. However, the use of metal materials have an unfavorable impact as in the manufacturing process produces pollution, as well as a non-renewable materials. Under these conditions, the use of connections made from natural materials such as bamboo being...

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Main Authors: , SEPTIAN HARIADI, , Ali Awaludin, ST, M.Eng., Ph.D
Format: Thesis
Published: [Yogyakarta] : Universitas Gadjah Mada 2014
Subjects:
ETD
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author , SEPTIAN HARIADI
, Ali Awaludin, ST, M.Eng., Ph.D
author_facet , SEPTIAN HARIADI
, Ali Awaludin, ST, M.Eng., Ph.D
author_sort , SEPTIAN HARIADI
collection UGM
description Wood connections are usually using bolts or nails. However, the use of metal materials have an unfavorable impact as in the manufacturing process produces pollution, as well as a non-renewable materials. Under these conditions, the use of connections made from natural materials such as bamboo being the next option. Based on previous research on the physical and mechanical properties of bamboo that have high strength, so the bamboo has a great potential to be a connecting tool to substitute bolts and nails. In this research, the testing of physical properties for Sengon wood LVL such as strength embedment test, moisture content, and density. While for the mechanical properties of Petung bamboo as a connecting form of fiber partial perpendicular compression test and connecting tool bending test. On testing the connection is done with two angles which have fiber parallel connections with the variations of the diameter of 10, 12 and 16 mm, while for the connections which is perpendicular to the fiber only have diameter of 16 mm. The test results will also compared with the calculation based on the EYM and ISO equations on 2005. From the test results obtained properties of the density Sengon wood LVL that is density 0.34, moisture content 15.03%, embedment strength 0o and 90o respectively 24.67 MPa and 9 MPa. For the Petung bamboo properties that is partial stress 90o worth of 14.875 MPa and modulus of rupture worth of 131,19 MPa. Fiber parallel connection test results showed that the greater of the diameter means the higher of the strength, the diameter of 10, 12 and 16 mm have the maximum value of 12.739 kN
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spelling oai:generic.eprints.org:1276272016-03-04T08:12:16Z https://repository.ugm.ac.id/127627/ TAHANAN LATERAL SAMBUNGAN KAYU SENGON LVL (LAMINATED VENEER LUMBER) DENGAN PASAK BAMBU PETUNG , SEPTIAN HARIADI , Ali Awaludin, ST, M.Eng., Ph.D ETD Wood connections are usually using bolts or nails. However, the use of metal materials have an unfavorable impact as in the manufacturing process produces pollution, as well as a non-renewable materials. Under these conditions, the use of connections made from natural materials such as bamboo being the next option. Based on previous research on the physical and mechanical properties of bamboo that have high strength, so the bamboo has a great potential to be a connecting tool to substitute bolts and nails. In this research, the testing of physical properties for Sengon wood LVL such as strength embedment test, moisture content, and density. While for the mechanical properties of Petung bamboo as a connecting form of fiber partial perpendicular compression test and connecting tool bending test. On testing the connection is done with two angles which have fiber parallel connections with the variations of the diameter of 10, 12 and 16 mm, while for the connections which is perpendicular to the fiber only have diameter of 16 mm. The test results will also compared with the calculation based on the EYM and ISO equations on 2005. From the test results obtained properties of the density Sengon wood LVL that is density 0.34, moisture content 15.03%, embedment strength 0o and 90o respectively 24.67 MPa and 9 MPa. For the Petung bamboo properties that is partial stress 90o worth of 14.875 MPa and modulus of rupture worth of 131,19 MPa. Fiber parallel connection test results showed that the greater of the diameter means the higher of the strength, the diameter of 10, 12 and 16 mm have the maximum value of 12.739 kN [Yogyakarta] : Universitas Gadjah Mada 2014 Thesis NonPeerReviewed , SEPTIAN HARIADI and , Ali Awaludin, ST, M.Eng., Ph.D (2014) TAHANAN LATERAL SAMBUNGAN KAYU SENGON LVL (LAMINATED VENEER LUMBER) DENGAN PASAK BAMBU PETUNG. UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=67893
spellingShingle ETD
, SEPTIAN HARIADI
, Ali Awaludin, ST, M.Eng., Ph.D
TAHANAN LATERAL SAMBUNGAN KAYU SENGON LVL (LAMINATED VENEER LUMBER) DENGAN PASAK BAMBU PETUNG
title TAHANAN LATERAL SAMBUNGAN KAYU SENGON LVL (LAMINATED VENEER LUMBER) DENGAN PASAK BAMBU PETUNG
title_full TAHANAN LATERAL SAMBUNGAN KAYU SENGON LVL (LAMINATED VENEER LUMBER) DENGAN PASAK BAMBU PETUNG
title_fullStr TAHANAN LATERAL SAMBUNGAN KAYU SENGON LVL (LAMINATED VENEER LUMBER) DENGAN PASAK BAMBU PETUNG
title_full_unstemmed TAHANAN LATERAL SAMBUNGAN KAYU SENGON LVL (LAMINATED VENEER LUMBER) DENGAN PASAK BAMBU PETUNG
title_short TAHANAN LATERAL SAMBUNGAN KAYU SENGON LVL (LAMINATED VENEER LUMBER) DENGAN PASAK BAMBU PETUNG
title_sort tahanan lateral sambungan kayu sengon lvl laminated veneer lumber dengan pasak bambu petung
topic ETD
work_keys_str_mv AT septianhariadi tahananlateralsambungankayusengonlvllaminatedveneerlumberdenganpasakbambupetung
AT aliawaludinstmengphd tahananlateralsambungankayusengonlvllaminatedveneerlumberdenganpasakbambupetung