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CONFERENCE PROCEEDINGS
5th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2017 , 2017.y., pp. 201-208


DESIGN METHODS FOR CROSS LAMINATED TIMBER ELEMENTS USED AS BEAMS
 
DOI: 10.14415/konferencijaGFS2017.020
UDC: 624.011.1.042
CC-BY-SA 4.0 license
Author : Kozarić, Ljiljana M.; Prokić, Aleksandar; Bešević, Miroslav; Vojnić Purčar, Martina
 
 Summary:
 In this paper load capacity of cross laminated timber beam element was investigated. Normal bending stress was calculated using: Simplified design method for calculating bending strength and Composite theory – k method. Three-layer cross laminated timber panel with height of 1 m and thickness of 94 mm was analyzed. The outer layers were 30 mm thick with identical mechanical properties. They were set in the longitudinal direction, perpendicular to the direction of the bending force. Inner layer had thickness of 34 mm and with longitudinal layers form a right angle.
 
 Keywords:
 cross laminated timber, beam element, design methods