10. REFERENCES Figure 2.75. . ......................................... Multiple-glued LVL X wall panels, LVL by Stora Enso, ..................................................................photographer: Tiina Nykänen Figure 2.78. . ......................................... Kerto LVL S-beams for truss chords, Keminmaan Puurakenne Oy, ..................................................................photographer: Risto Kivilahti Figure 2.80. . ......................................... Kerto LVL trusses for roofs: Queen post truss, Fupicsa, Span, ..................................................................photographer: David Rifa and Manese Wassström, Tammisaari, ..................................................................Finland, Metsä Wood, photographer: Seppo Saarinen Figure 2.81. . ......................................... LVL roof trusses, LVL by Stora Enso, photographer: Guillaume M. Figure 2.83. . ......................................... LVL 3-pin frames; LVL by Stora Enso, photographer: Guillaume M. ..................................................................and Kerto LVL, Metsä Wood Figure 2.84. . ......................................... Kerto LVL L-panels for doors, Open Source Wood, Metsä Wood Figure 2.86. . ......................................... Kerto LVL Q-panels for staircase, Metsä Wood, ..................................................................photographer: Bas Meeuwissen Figure 2.87. . ......................................... Kerto LVL in building extension, Poissy, France, Metsä Wood Figure 2.88. . ......................................... Competition work Tammelan Kruunu Lisa Voigtländer & ..................................................................Sung Bok Song, 1st prize in ’City Above the City’ architectural design ..................................................................competition, Metsä Wood City Above the City campaign, ..................................................................Metsä Wood, 2017, Available: https://www.metsawood.com/global/ ..................................................................Campaigns/planb/building-extensions/all-entries/Pages/ ..................................................................Tammelan-Kruunu.aspx Figure 2.91. . ......................................... LVL-C in arch structures, Kerto LVL Q, Metsä Wood Figure 2.92. . ......................................... LVL-C panels in pedestrian bridge deck, Espoo, Finland, ..................................................................Kerto LVL Q-panel, designer: WSP Finland, Atte Mikkonen, ..................................................................photographer: Jouni Hakkarainen Figure 2.94. . ......................................... Finnjoist I-joists, Metsä Wood Figure 2.95. . ......................................... Master Plank for scaffolding planks, Metsä Wood Figure 3.1. . ........................................... Handling of LVL beams, LVL by Stora Enso, ..................................................................photographer: Mattias Södermark Figure 3.2. . ........................................... Loading of Kerto LVL packages, Metsä Wood Figure 3.3. . ........................................... Forklift handling of LVL packages, LVL by Stora Enso, ..................................................................photographer: Mattias Södermark Figure 3.4. . ........................................... Storage of LVL packages, LVL by Stora Enso, ..................................................................photographer: Sami Saarenheimo Figure 3.5. . ........................................... Handling of LVL beams, LVL by Stora Enso, ..................................................................photographer: Mattias Södermark Figure 3.6. . ........................................... Prosessing of LVL components, LVL by Stora Enso, ..................................................................photographer: Mattias Södermark Figure 4.1. . ........................................... K-Rajamarket, Utsjoki, Finland, Metsä Wood, ..................................................................photographer: Pertti Turunen Figures 4.4., 4.7., 4.8., 4.10. and 4.11. .Laminated veneer lumber (LVL) bulletin, New European strength ..................................................................classes, Federation of the Finnish Woodworking Industries & ..................................................................Studiegemeinschaft für Holzleimbau e.V., 2019 Figure 4.6. . ........................................... RIL 205-1-2017 Design guide line of timber structure according to ..................................................................Eurocode 1995-1-1, Finnish Association of Civil Engineers, 2017 Figure 4.9. . ........................................... Modified from EN 1995-1-1:2004, Figure 8.1 Figure 4.12. . ......................................... EN 1995-1-1:2004, Figure 6.2 Figure 4.13. . ......................................... Eurofins Expert Services Oy Figure 4.19. . ......................................... Kerto LVL S-beams, Metsä Wood, photographer: Juhana Savela Figure 4.20. . ......................................... EN 1995-1-1:2004, Figures 6.10 and 6.11 Figures 4.23. and 4.24. ......................... Scandinavian Glulam Handbook Volume II, Chapter 7.1, ..................................................................Arbio AB (Sveriges Skogsindustrier ja Svenskt Trä) Ruotsista, ..................................................................Norske Limtreprodusenters Forening Norjasta ja Puuinfo Oy ..................................................................(Puuinfo Oy ja Suomen Liimapuuyhdistys ry), 2015, ..................................................................Available: https://www.puuinfo.fi/suunnitteluohjeet/liimapuukasikirja LVL Handbook Europe 219
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