Please use this identifier to cite or link to this item: http://repository.ipb.ac.id/handle/123456789/71812
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dc.contributor.advisorSadiyo, Sucahyo
dc.contributor.authorPangale, Muhamad Setiawan
dc.date.accessioned2014-12-17T03:24:54Z
dc.date.available2014-12-17T03:24:54Z
dc.date.issued2014
dc.identifier.urihttp://repository.ipb.ac.id/handle/123456789/71812
dc.description.abstractCross Laminated Timber (CLT) merupakan papan laminasi yang pada saat ini sudah dapat digunakan sebagai komponen bangunan rumah, dek jembatan, hingga struktur utama gedung bertingkat. Tujuan penelitian ini untuk menentukan besar pengaruh kombinasi tebal dan orientasi sudut lamina terhadap defleksi pada batas proporsional dan maksimum panel CLT menggunakan sambungan paku dan perekat. Data mekanis yang diolah yaitu besar beban dan defleksi pada batas proporsional dan maksimum dari kurva gaya-defleksi panel CLT yang dibebani lentur statis. Hasil penelitian menunjukkan perlakuan kombinasi tebal dan orientasi sudut tidak mempengaruhi defleksi untuk setiap jenis panel CLT. Defleksi memiliki nilai kisaran yang kecil sehingga sulit untuk menentukan faktor yang mempengaruhi besar defleksi tersebut. Selain itu berdasarkan seluruh hasil yang didapat bahwa pada penggunaan sambungan panel CLT, perekat merupakan sambungan yang paling stabil dibandingkan sambungan paku.en
dc.description.abstractCross Laminated Timber (CLT) is a wood composed product of some lamina that used these days for house component, bridge deck, and main structure for multistoried buildings. The purpose of this research determined the influence of lamina thickness combination and angle orientation toward deflection at the proportional and maximum limit on CLT panel using nails and adhesive connections. Mechanic data which processed is loading value and deflection on proportional and maximum limit from deflection force curve from CLT panel from static loading. The result of this research showed the treatment combination of thickness and laminated angle orientation did not affect deflection for each type of CLT panels. Deflection has a small range of values therefore difficult to determine factors that affected deflection. In addition, based on all the results obtained that the use of CLT panel connections, the adhesive is the most stable than a nail connection.en
dc.language.isoid
dc.publisherBogor Agricultural University (IPB)
dc.titleAnalisis defleksi batas proporsional dan maksimum panel cross laminated timber kayu sengon (paraserianthes falcataria l. Nielsen) dan kayu manii (maesopsis eminii engl.)en
dc.title.alternativeDeflection analysis at the proportional and maximum limit on cross laminated timber from sengon (paraserianthes falcataria l. Nielsen) and manii (maesopsis eminii engl.)en
dc.typeUndergraduate Thesisen
dc.subject.keywordbatas maksimumen
dc.subject.keywordbatas proporsionalen
dc.subject.keywordbebanen
dc.subject.keywordCLTen
dc.subject.keyworddefleksien
Appears in Collections:UT - Forestry Products

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