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SKRIPSI ANALISIS KUAT LENTUR PADA MODIFIKASI SAMBUNGAN BIBIR LURUS BERKAIT DENGAN VARIASI DIMENSI PASAK PADA KAYU MAHONI

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The use of wood in construction is limited by the available length of the
wood, thus necessitating jointing processes to achieve spans that meet design
requirements. Straight joints are a commonly used joint type, making it essential to
conduct research aimed at developing and improving variations of straight joints.
The connector has many variations. This study aims to determine the effect of peg
dimension variations on the bending strength of modified straight joints in
mahogany wood.
Five different dowel dimensions were tested: 10 x 10 mm, 15 x 15 mm, 20 x
20 mm, 25 x 25 mm, and solid wood. The fasteners used were mahogany dowels
and fast-drying adhesive, with wood dimensions of 50 mm x 50 mm x 760 mm.
Flexural strength tests were conducted according to ASTM D198-2015, SNI 03
3959-1995, and RSNI T-07-2005 standards, in the Structural Laboratory of the
Civil Engineering Department, Faculty of Engineering, Tidar University.
The flexural strength results for the various dowel dimensions: 10 x 10 mm,
15 x 15 mm, 20 x 20 mm, 25 x 25 mm, and the solid wood beam were 10,41 MPa,
10,60 MPa, 11,11 MPa, 11,24 MPa, and 52,53 MPa. Wood joints using dowels with
dimensions of 25 x 25 mm are recommended for wood pieces measuring 50 x 50
mm because they achieve the highest bending strength.
Keywords : mahogany wood, flexural strength, dowels, straight joints.

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Ketersediaan

3-UN57.U1-STS-II-2025

SIPIL PAN A 2025

Ruang Skripsi

Tersedia

Informasi Detail

Judul Seri

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No. Panggil

SIPIL PAN A 2025

Penerbit

MAGELANG : UNIVERSITAS TIDAR., 2025

Deskripsi Fisik

xviii;61 hlm;29,5 cm

Bahasa

Indonesia

ISBN/ISSN

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Klasifikasi

624

Tipe Isi

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Tipe Media

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Tipe Pembawa

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Edisi

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Subjek

PRODI_S1_TEKNIK_SIPIL

Info Detail Spesifik

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Pernyataan Tanggungjawab

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Versi lain/terkait

Lampiran Berkas

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