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10. REFERENCES
Figures 4.25. and 4.26. ......................... Nationale Festlegungen zur Umsetzung der ÖNORM EN 1995-1-1,
..................................................................nationale Erläuterungen und nationale Ergänzungen, Annex F,
..................................................................Austrian Standards Institute,15.6.2015
Figure 4.28. . .........................................EN 1995-1-1:2004, Figure 7.2
Figure 4.31. . .........................................Right side: EN 1995-1-1:2004, Figure 9.1
Figure 4.33. . .........................................EN 1995-1-1:2004, Figure 9.2
Figure 5.1. . ...........................................LVL connections, Aika Stage, Aalto University, Finland, Stora Enso,
..................................................................photographer: Vesa Loikas
Figures 5.2.-5.4. . .................................. Kerto Manual, Screwed connections, Metsä Wood, April 2013
Figure 5.5. . ...........................................EN 1995-1-1:2004, Figure 8.7
Figure 5.7. . ...........................................CEN/TC 250/SC 5/N 764, Design rules for LVL to Eurocode 5,
..................................................................Proposal for discussion in CEN/TC250/SC5, Prof. Dr.-Ing. H.J. Blaβ
..................................................................and Dr. –Ing.M.Flaig, Blaβ & Eberhart GmbH , 30.6.2017
Figure 5.8. . ...........................................Modified from EN 1995-1-1:2004, Figure 8.11a
Figure 5.9. . ...........................................Modified from EN 1995-1-1:2004, Figure 8.1
Figure 5.11. . .........................................RIL 205-1-2017 Design guide line of timber structure according to
..................................................................Eurocode 1995-1-1, Finnish Association of Civil Engineers, 2017,
..................................................................Figure 8.3
Figure 6.1. . ...........................................Charring of wood, Fire safety in timber buildings - Technical guideline
..................................................................for Europe, 2010, SP Trätek
Figure 6.2. . ...........................................Schaffer, FPL, US 1967 and Brandsäkra trähus 3, SP Trä, Sweden 2012
..................................................................and Puun hiiltymä, Charring of wood, VTT Research reports 689,
..................................................................Esko Mikkola, 1990
Figure 6.3. . ...........................................EN1995-1-2:2004, Figures B.4 and B.5
Figure 6.4. . ...........................................EN1995-1-2:2004, Figures 3.1 and 3.2
Figure 6.5. . ...........................................EN1995-1-2:2004, Figure 4.1
Figure 6.6. . ...........................................EN1995-1-2:2004, Figure 4.2
Figure 6.7. . ...........................................One-dimensional charring of solid timber, glued laminated timber,
..................................................................LVL and CLT, test report VTT-04746-16, VTT Expert Services Ltd,
..................................................................Finland, 25.11.2016
Figure 7.1. . ...........................................Wooden pedestrian bridge, Matinpuro, Espoo, Finland, designer: WPS
..................................................................Finland Oy, Atte Mikkonen, photographer: Jouni Hakkarainen
Figure 7.3. . ...........................................WeatherGuard® treatment on Kerto LVL, Metsä Wood,
..................................................................photographer: Hans Koistinen.
Figure 7.4. . ...........................................Pressure treated Kerto LVL Q-beams, Metsä Wood
Figure 8.1. . ...........................................Roof overhang protects the building against weather exposure and
..................................................................solar radiation, Kindergarten Vekara, Pukkila, Finland, Puuinfo,
..................................................................architect: Klemetti & Räty, photographer: Kimmo Räisänen.
Figure 8.2. . ...........................................Prepared based on the report Equilibrium moisture content of
..................................................................wood-based panels (in Finnish Puulevyjen tasapainokosteus ),
..................................................................Helsinki University of Technology (Aalto University), Laboratory of
..................................................................structural engineering and building physics, Report 60, Finland, 1997
Figure 9.1. . ...........................................Wooden multi-storey building Lighthouse, Joensuu, Finland,
..................................................................Stora Enso, architect: Arcadia Oy Arkkitehtitoimisto, Samuli Sallinen,
..................................................................photographer: Tiina Tuomainen
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