PERILAKU CREEP BALOK LAMINATED VEENER LUMBER KAYU SENGON (Paraserianthes falcataria) DENGAN TUMPUAN KANTILEVER

Wood behavior whether it is solid wood or LVL is strongly influenced by time, one of which is creep behaviour. This behavior is a long term behavior that can lead to excessive deflection from the initial design long after the building was erected. The creep behavior of Sengon LVL beam with cantileve...

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Main Authors: , ROBBII ADRIANSYAH KULLIT, , Ali Awaludin, S.T., M.Eng., Ph.D.
Format: Thesis
Published: [Yogyakarta] : Universitas Gadjah Mada 2013
Subjects:
ETD
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author , ROBBII ADRIANSYAH KULLIT
, Ali Awaludin, S.T., M.Eng., Ph.D.
author_facet , ROBBII ADRIANSYAH KULLIT
, Ali Awaludin, S.T., M.Eng., Ph.D.
author_sort , ROBBII ADRIANSYAH KULLIT
collection UGM
description Wood behavior whether it is solid wood or LVL is strongly influenced by time, one of which is creep behaviour. This behavior is a long term behavior that can lead to excessive deflection from the initial design long after the building was erected. The creep behavior of Sengon LVL beam with cantilever support research was conducted by applying 30%, 40%, and 50% loading with controlled and uncontrolled temperature condition in two weeks. Stress levels are determined from fracture load from timber Modulus of Rupture test. In the first test the obtained creep factor to the stress level of 30%, 40%, and 50% are 0,27
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publisher [Yogyakarta] : Universitas Gadjah Mada
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spelling oai:generic.eprints.org:1289962016-03-04T08:42:34Z https://repository.ugm.ac.id/128996/ PERILAKU CREEP BALOK LAMINATED VEENER LUMBER KAYU SENGON (Paraserianthes falcataria) DENGAN TUMPUAN KANTILEVER , ROBBII ADRIANSYAH KULLIT , Ali Awaludin, S.T., M.Eng., Ph.D. ETD Wood behavior whether it is solid wood or LVL is strongly influenced by time, one of which is creep behaviour. This behavior is a long term behavior that can lead to excessive deflection from the initial design long after the building was erected. The creep behavior of Sengon LVL beam with cantilever support research was conducted by applying 30%, 40%, and 50% loading with controlled and uncontrolled temperature condition in two weeks. Stress levels are determined from fracture load from timber Modulus of Rupture test. In the first test the obtained creep factor to the stress level of 30%, 40%, and 50% are 0,27 [Yogyakarta] : Universitas Gadjah Mada 2013 Thesis NonPeerReviewed , ROBBII ADRIANSYAH KULLIT and , Ali Awaludin, S.T., M.Eng., Ph.D. (2013) PERILAKU CREEP BALOK LAMINATED VEENER LUMBER KAYU SENGON (Paraserianthes falcataria) DENGAN TUMPUAN KANTILEVER. UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=69371
spellingShingle ETD
, ROBBII ADRIANSYAH KULLIT
, Ali Awaludin, S.T., M.Eng., Ph.D.
PERILAKU CREEP BALOK LAMINATED VEENER LUMBER KAYU SENGON (Paraserianthes falcataria) DENGAN TUMPUAN KANTILEVER
title PERILAKU CREEP BALOK LAMINATED VEENER LUMBER KAYU SENGON (Paraserianthes falcataria) DENGAN TUMPUAN KANTILEVER
title_full PERILAKU CREEP BALOK LAMINATED VEENER LUMBER KAYU SENGON (Paraserianthes falcataria) DENGAN TUMPUAN KANTILEVER
title_fullStr PERILAKU CREEP BALOK LAMINATED VEENER LUMBER KAYU SENGON (Paraserianthes falcataria) DENGAN TUMPUAN KANTILEVER
title_full_unstemmed PERILAKU CREEP BALOK LAMINATED VEENER LUMBER KAYU SENGON (Paraserianthes falcataria) DENGAN TUMPUAN KANTILEVER
title_short PERILAKU CREEP BALOK LAMINATED VEENER LUMBER KAYU SENGON (Paraserianthes falcataria) DENGAN TUMPUAN KANTILEVER
title_sort perilaku creep balok laminated veener lumber kayu sengon paraserianthes falcataria dengan tumpuan kantilever
topic ETD
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AT aliawaludinstmengphd perilakucreepbaloklaminatedveenerlumberkayusengonparaserianthesfalcatariadengantumpuankantilever