JOURNAL OF FACULTY OF CIVIL ENGINEERING 30, 2016.y., pp. 63-72
CALCULATION OF DEFLECTION FOR CROSS LAMINATED TIMBER FLOOR PANEL| |
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| DOI: 10.14415/zbornikGFS30.06 |
| UDC: 692.5 : 691.116 |
| CC-BY-SA 4.0 license |
| Author : Kozarić, Ljiljana M.; Prokić, Aleksandar; Bešević, Miroslav; Vojnić Purčar, Martina |
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| | Summary: |
| | In this paper analytically calculated values of effective flexural stiffness and deflections of five-layer CLT panels height 14 cm due to the payload defined in Eurocode 1 for floors in residential buildings are compared. Effective flexural stiffness was calculated using Gamma method, K-method and Kreuzinger's analogy. Three floor panels with identical height but with different combinations of lamination thicknesses in crosslayers were analyzed. The panels are 4.5 meters long and 1 meter wide. Lamination thicknesses in cross-sections of panels are 33,4 cm+21,9 cm, then 33 cm+22,5 cm and 52,8 cm. |
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| | Keywords: |
| | cross laminated timber, floor construction, deflections |
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