Experimental Study of Flexural Behavior of Red Meranti (Shorea SPP.) Glulam Beam of Various Number of Laminae

Pranata, Yosafat Aji and Suryoatmono, Bambang (2024) Experimental Study of Flexural Behavior of Red Meranti (Shorea SPP.) Glulam Beam of Various Number of Laminae. Wood Research, 69 (4). pp. 721-729. ISSN 2729-8906

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Abstract

This research aims to study flexural behavior of Red Meranti (Shorea spp.) glulam beam of various number of laminae by carrying out testing beams made from four, six, and eight laminae. Four points bending test method according to ASTM 198-22 was applied. The research results show that glulam composed of a smaller number of laminas reaches a smaller flexural rigidity. The empirical equations for flexural strength ratio and modulus of rupture ratio, and the trend of flexural rigidity between glulam and solid proposed in this study can be used in designing the flexural members of timber buildings, timber bridges, and in calculating the deflection of timber beams.

Item Type:	Article
Contributors:	Contribution Contributors NIDN/NIDK Email Author Pranata, Yosafat Aji UNSPECIFIED UNSPECIFIED Author Suryoatmono, Bambang UNSPECIFIED UNSPECIFIED
Uncontrolled Keywords:	Flexural rigidity, flexural strength, modulus of rupture, glulam, red meranti.
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Depositing User:	Perpustakaan Maranatha
Date Deposited:	17 Jan 2025 07:44
Last Modified:	17 Jan 2025 07:46
URI:	http://repository.maranatha.edu/id/eprint/33443

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