Tinjauan Perilaku Mekanik Model Sambungan Lentur Pada Balok Kayu Terhadap Plat Sambung Sisi Samping Dengan Alat Sambung Paku

Apriyanto, Nabila and ., Ir. Abdul Rochman, M.T. (2025) Tinjauan Perilaku Mekanik Model Sambungan Lentur Pada Balok Kayu Terhadap Plat Sambung Sisi Samping Dengan Alat Sambung Paku. Skripsi thesis, Universitas Muhammadiyah Surakarta.

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Abstract

The continuous development of construction increases the demand for reliable structural materials. Timber remains the main alternative in regions with limited availability of concrete and steel due to its renewable nature and local accessibility, such as keruing wood. This study aims to evaluate the efficiency level and relative stiffness between solid timber beams and nailed joint beams. The method used was laboratory experimentation. The test specimens consisted of solid keruing beams measuring 6×10×200 cm and jointed beams measuring 3×5×60 cm, connected with nails of two sizes: 5 inches (Ø 5.71 mm; L 127 mm) and 6 inches (Ø 6.68 mm; L 152 mm). The results showed that solid timber beams had an average maximum load (Pmax) of 16.53 kN with a deflection of 10.72 mm. Meanwhile, beams with 5-inch nails achieved 15.86 kN with a deflection of 33.79 mm, and those with 6-inch nails achieved 17.22 kN with a deflection of 27.51 mm. The relative stiffness values obtained were 1,542.26 N/mm for solid beams, 469.37 N/mm for 5-inch nailed joints, and 625.95 N/mm for 6-inch nailed joints. It is concluded that regardless of the joining technique, the stiffness cannot match that of solid timber beams.

Item Type:	Thesis (Skripsi)
Uncontrolled Keywords:	Keruing Timber, Nailed Joint, Strength, Deflection, Relative Stiffness.
Subjects:	T Technology > T Technology (General) T Technology > TA Civil Engineering
Divisions:	Fakultas Teknik > S1 Teknik Sipil
Depositing User:	NABILA APRIYANTO
Date Deposited:	29 Oct 2025 02:32
Last Modified:	01 Nov 2025 01:41
URI:	http://eprints.ums.ac.id/id/eprint/139041

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