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 220 LVL Handbook Europe
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