Eurooppalainen tekninen hyväksyntä ETA - 02/0026 European Technical Approval

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1 VTT EXPERT SERVICES OY PL VTT Tel Rakennusalan tuotteita koskevan jäsenvaltioiden lainsäädännön lähentämisestä 21 päivänä joulukuuta 1988 annetun neuvoston direktiivin 89/106/EEC mukaisesti ilmoitettu tuotehyväksyntälaitos EOTAN JÄSEN Eurooppalainen tekninen hyväksyntä ETA - 02/0026 European Technical Approval Kauppanimi: Trade name Hyväksynnän haltija: Holder of approval: Tuotetyyppi ja sen käyttötarkoitus: Generic type and use of construction product: Voimassaoloaika: Validity from/to This version replaces: Tämä korvaa Valmistuspaikka: Manufacturing plants: Finnjoist I-joist, FJI Metsäliitto Cooperative Metsä Wood, Building Products P.O. Box 50 FI Metsä Finland Puuaineinen yhdistelmäpalkki rakenteelliseen käyttöön Light composite wood-based beam for structural purposes From June 11, 2013 to June 11, 2018 ETA 02/0026 valid from November 16, 2012 to August 30, 2013 UK Kings Lynn Cross Bank Road Kings Lynn, Norfolk PE30 2HD Tämä hyväksyntä sisältää This European Technical Approval contains sivuja/liitteitä pages/annexes 20 sivua sisältäen 3 liitettä 20 pages including 3 Annexes Eurooppalainen tekninen hyväksyntäorganisaatio European Organisation for Technical Approvals

2 Page 2 of European Technical Approval ETA-02/0026, issued on June 11, 2013 I LEGAL BASIS AND GENERAL CONDITIONS 1. This European Technical Approval is issued by VTT Expert Services Ltd in accordance with: Council Directive 89/106/EEC of 21 December 1988 on the approximation of laws, regulations and administrative provisions of Member States relating to construction products 1, modified by Council Directive 93/68/EEC 2 and Regulation (EC) N 1882/2003 of the European Parliament and of the Council 3 ; Laki rakennustuotteiden hyväksynnästä (230/2003) luvut 3 ja 10, Ympäristöministeriön asetus rakennustuotteiden hyväksynnästä 3 sekä Ympäristöministeriön antama valtuutuspäätös (YM19/629/2009). Common Procedural Rules for Requesting, Preparing and the Granting of European Technical Approvals set out in the Annex of Commission Decision 94/23/EC 4 ; Guidelines Nr 011 for European Technical Approval of Light Composite Wood-based Beams and Columns 2. VTT Expert Services Ltd is authorized to check whether the provisions of this European Technical Approval are met. Checking may take place in the manufacturing plant. Nevertheless, the responsibility for the conformity of the products to the European Technical Approval and for their fitness for the intended use remains with the holder of the European Technical Approval. 3. This European Technical Approval is not to be transferred to manufacturers or agents of manufacturer other than those indicated on page 1, or manufacturing plants other than those indicated on page 1 of this European Technical Approval. 4. This European Technical Approval may be withdrawn by VTT Expert Services Ltd pursuant to information by the Commission according to Article 5(1) of Council Directive 89/106/EEC. 5. Reproduction of this European Technical Approval including transmission by electronic means shall be in full. However, partial reproduction can be made with the written consent of VTT Expert Services Ltd. In this case partial reproduction has to be designated as such. Texts and drawings of advertising brochures shall not contradict or misuse the European Technical Approval. 6. The European Technical Approval is issued by the approval body in English. This version corresponds fully to the version circulated in EOTA. Translations in other languages have to be designated as such. 1 Official Journal of the European Communities N L 40, , p Official Journal of the European Communities N L 220, , p. 1 3 Official Journal of the European Union N º L 284, , p Official Journal of the European Communities Nº L 17, , p. 34

3 Page 3 of European Technical Approval ETA-02/0026, issued on June 11, 2013 II SPECIFIC CONDITIONS OF THE EUROPEAN TECHNICAL APPROVAL 1 Definition of product and intended use Finnjoist I-joists are wood-based composite joists and columns the cross section of which is I shaped. The flanges are made of LVL and the web of OSB and they are glued together. The materials, dimensions and tolerances are given in Annex 1. The standard cross sections are given in Annex 2. Finnjoist I-joists are intended to be used as load bearing parts of building constructions. With regard to moisture behaviour of the product, the use is limited in service classes 1 and 2 as defined in Eurocode 5. The provisions made in this European Technical Approval are based on an assumed intended working life of the joists of 50 years. 5 2 Characteristics of product and methods of verification ER 1 Mechanical resistance and stability Characteristic value or mean values of the mechanical properties of the standard joist sections are given in Annex 2. 6 Beams and columns covered by this ETA remain elastic under design seismic actions. (See also clause Design and Installation.) ER 2 Safety in case of fire The joists consist of materials classified to have reaction to fire class D s2,d0 or better. For resistance to fire, no performance is determined. 7 ER 3 Hygiene, health and environment Based on the declaration of the manufacturer, the joists do not contain harmful or dangerous substances as defined in the EU database, with exception of formaldehyde. The formaldehyde potential of the LVL is classified to be E1 in accordance with EN The formaldehyde potential class of the web board is classified to be E1 in accordance with EN The product does not contain pentachlorophenol. In addition to the specific clauses relating to dangerous substances contained in this European Technical Approval, there may be other requirements applicable to the products falling within its scope (e.g. transposed European legislation and national laws, regulations and administrative 5 This means that it is expected that when this working life has elapsed, the real working life may be, in normal use conditions, considerably longer without major degradation affecting the essential requirements of the works. The indications given as to the working life of a building kit cannot be interpreted as a guarantee given by the producer or the approval body. They should only be regarded as a means for the specifiers to choose the appropriate criteria for building kits in relation to the expected, economically reasonable working life of the works. 6 This means that Method 2 according to Guidance Paper L has been used. 7 Resistance to fire for structures where Finnjoist I-joists are incorporated shall be determined for the complete construction.

4 Page 4 of European Technical Approval ETA-02/0026, issued on June 11, 2013 provisions). In order to meet the provisions of the EU Construction Products Directive, these requirements need also to be complied with, when and where they apply. ER 4 Safety in use Not relevant. ER 5 Protection against noise Not relevant. ER 6 Energy economy and heat retention The thermal conductivity for both web and flange material is 0,13 W/(m K) according to EN The natural density variation of the materials is taken into account in this value. Aspects of durability, serviceability and identification The adhesive of type I also can be used in service class 3 but the untreated flange and web materials do not withstand attacks from fungi. Thus, Finnjoist I joists can be used in use classes 1 and 2 according to Eurocode 5, and use classes 1 and 2 as specified in EN 335. The product may be exposed to the weather for a short time during installation. Durability may be reduced by attack from insects such as long horn beetle, dry wood termites and anobium in regions where these may be found. Serviceability of the joists and columns is understood as their ability to resist loads without unacceptable deformation. This characteristic is treated under ER 1. The joists are identified by the flanges being of LVL and the web being of OSB board. The web bears the mark of the manufacturer of the joist and the CE marking of the joist as described in clause Evaluation and attestation of conformity and CE marking 3.1 System of attestation of conformity The system of attestation of conformity specified by the European Commission in Decision 99/92/EC - Official Journal L 29, is System 1, according to Council Directive 89/106/EEC Annex III.2.(i), without audit-testing of samples, and provides: Certification of the conformity of the product by an approved certification body on the basis of: (a) (b) Tasks for the manufacturer: (1) factory production control; (2) further testing of samples taken at the factory by the manufacturer in accordance with a prescribed test plan; Tasks for the approved body: (3) initial type-testing of the product; (4) initial inspection of factory and of factory production control; (5) continuous surveillance, assessment and approval of factory production control;

5 Page 5 of European Technical Approval ETA-02/0026, issued on June 11, Responsibilities Tasks of the manufacturer Factory production control The manufacturer shall exercise permanent factory production control according to the written quality manual, which is endorsed by the approved body. The factory production control includes checking of incoming components and process controls like glue spread and curing temperatures Testing of samples taken at the factory Testing of samples taken at the factory according to a prescribed test plan is part of the factory production control. The test plan is deposited at the VTT Expert Services Ltd, and is available to approved bodies involved in the attestation of conformity to this ETA Tasks of approved bodies Initial type testing of the product Approval tests have been conducted by the approval body or under its responsibility in accordance with section 5 of the ETA Guideline. The approval body has assessed the results of these tests in accordance with section 6 of the ETA Guideline, as part of the ETA issuing procedure. Product performance obtained in the initial test programme has been characterised sufficiently to serve as a basis for subsequent quality assurance evaluations (to ascertain whether a given production lot remains well represented by the initial test material). The approved certification body has to conduct initial type testing to verify that the production line in question is able to manufacture products in conformity with the ETA. The necessary initial type testing has to be agreed between VTT Expert Services Ltd and the approved bodies involved. The initial type testing can be limited to testing of the adhesive bonded connections between web and flanges and the shear resistance of the web. Whenever the board will be changed, the shear resistance shall be verified by initial type testing Initial inspection of the factory and the factory production control The approved body shall conduct initial inspection of the factory in order to ensure that the manufacturer has acceptable premises, technical equipment, qualified personnel and a factory production control system which is in accordance with the provisions in the ETA Guideline and this ETA Continuous surveillance, assessment and approval of the factory production control The approved body shall visit the factory at least twice a year for regular inspection. It shall be verified that the factory production control is performed according to the manufacturer s quality manual, including tests of samples according to the prescribed test plan.

6 Page 6 of European Technical Approval ETA-02/0026, issued on June 11, Certification When all the criteria of the Conformity Attestation are satisfied the approved certification body shall issue a Certification of Conformity with this European Technical Approval. In cases where the provisions of the European Technical Approval and the prescribed test plan are no longer fulfilled the Certification of Conformity shall be withdrawn. 3.3 CE-Marking The CE marking shall be affixed on each joist or column. The CE marking shall be accompanied by the following information: identification number of the notified certification body (System 1) the name or identifying mark of the producer and the registered address of the producer last two digits of the year in which the marking was affixed the number of the EC certificate of conformity (System 1) number of the ETA, valid as indication to identify the characteristics of the joist product name and type of cross section according to Annex 1 for the specification of the mechanical properties according to Annex 2 of this ETA. 4 Assumptions under which the fitness of the product for the intended use was favourably assessed 4.1 Manufacturing Finnjoist I-joists are manufactured in the factory in accordance with the provisions of this European Technical Approval as identified during the inspection of the plant by VTT Expert Services Ltd. Gluing of flanges to web and of web joints is performed according to specific provisions based on relevant standards for structural gluing of wood material. 4.2 Design and installation Design of the works comprises the structural design (see 2, ER1). This European technical approval is based on the assumption that this and any other plans needed have been made correctly according to the regulations valid on the building site. Finnjoist I-joists shall be installed on the basis of a specific structural design for each installation, using the load-bearing capacities given in Annex 2 of this ETA. The manufacturer provides with software, Finnwood, for the design of the joists, on its web site. Actions at joist supports shall not exceed the bearing resistance given in Annex 2. The joists shall be installed by appropriately qualified personnel, following an installation plan and relevant construction details worked out for each individual building project. The installation plan shall be based on the manufacturer's general guide and provisions for installing Finnjoist I-joists given in Annex 3. Holes in the joists to provide openings for ducts, pipes etc. must only be made in the web, after the resistance has been checked. The rules for web holes given in Annex 3 shall be followed.

7 Page 7 of European Technical Approval ETA-02/0026, issued on June 11, 2013 In case of seismic actions, the ductile behaviour of the final works will be guaranteed, if requested, by joints and connections appropriately designed and realized according to the relevant national rules on design and execution of works. 5 Recommendations 5.1 Recommendations on packaging, transport and storage The joists shall be protected against harmful wetting during transport and storage. The joists must not be lifted or stored in such a way that bending around the weak axis may cause damage to the joists. The manufacturer shall ensure that the information of these provisions is given to those concerned. 5.2 Recommendations on use, maintenance and repair Before the installation it shall be controlled that the joists are not damaged during transport or storage. Damaged joists shall be replaced by sound ones. If there is a need to modify or repair the construction this may be done if the installation guide in Annex 3 still can be followed. The manufacturer shall ensure that the information of these provisions is given to those concerned. On behalf of VTT Expert Services Ltd Espoo June 11, 2013 Liisa Rautiainen Assessment Manager Pertti Jokinen Assessor

8 Page 8 of European Technical Approval ETA-02/0026, issued on June 11, Cross sections and sizes ANNEX 1 DESCRIPTION OF THE JOISTS bf bwr tip hf bw bwr ave hr h hw ycgf hf Figure 1-1. Cross-section of Finnjoist I-joist. The shape of the joists is shown in Figure 1 1. The angle of the web flange joint is 6 (nominal). In the tip of the web flange joint a small space is left for the overflow glue. The depth of Finnjoist I joist is from 160 mm to 600 mm. The thickness of the web is 10 to 12 mm. The width of the flange is from 38 to 96 mm and the depth from 36 to 45 mm. Tolerances measured in equivalent conditions when RH is 65 % and temperature 20 C are given in Table 1 1. Standard cross sections are given in Annex 2 Table 2-4. The type of cross section is given by a code, e.g. FJI 58/250, where the first figure indicates the width of the flange and the second one the depth of the joist. The main direction of the flakes of the web board is perpendicular to the flanges. The joints of the web board are made as a V shaped joint by gluing and they are allowed to be spaced deliberately. The nominal root depth of the joint is 10 mm. The joists are provided with system holes (knock outs), the diameter of which is 38 mm. The spacing between the hole centres is 300 mm. Table 1-1. Tolerances of the Finnjoist I-joists. Overall joist depth h 1,5 mm Overall joist length l - 0 / + 10 mm Flange width b f 1,5 mm Flange depth h f 2 mm Web thickness b w 0,8 mm

9 Page 9 of European Technical Approval ETA-02/0026, issued on June 11, Specifications of components The flanges are made of KERTO LVL (laminated veneer lumber) produced by Metsä Wood Lohja Mill or Punkaharju Mill or corresponding LVL. The LVL flanges are orientated such that their veneers are perpendicular to the plane of the of the web. The material properties of the flanges comply with EN The characteristic strength values of the LVL shall be at least as given in Table 1-2 and they shall be certified by an approved body. Table 1-2. Characteristic strength values of the LVL used for flanges of Finnjoist I-joists needed in design of Finnjoist. Property (N/mm²) Joist Stud Bending strength f m,k Tension strength parallel to grain f t,0,k Compression strength parallel to grain f c,0,k th percentile modulus of elasticity parallel to grain E 0,k Mean modulus of elasticity parallel to grain E mean The web is made of OSB board grade 3 in accordance with EN 300 and EN The characteristic strength values of the OSB shall be at least as given in Table 1-3. Table 1-3. Characteristic strength values of the OSB used for web of Finnjoist I-joists. Thickness 10 mm > 10 mm Property N/mm² N/mm² Tension strength, bending calculations f t,90,k 7,2 7,0 Compression strength, bending calculations f c,90,k 12,9 12,7 Shear strength, panel shear f v,k 6,8 6,8 Shear strength, planar shear *) f r,k 2,4 2,4 Mean modulus of elasticity, bending calculations E w,t, Mean shear modulus G v *) For FJI stud shear strength, planar shear 1,0 N/mm² The adhesive is of type I (full exposure to the weather) as defined in EN 301.

10 Page 10 of European Technical Approval ETA-02/0026, issued on June 11, Moisture content When manufactured, the moisture content of the flanges and the web are below the equilibrium value in use conditions. Due to changing temperature and relative humidity of the surrounding air the moisture content of the joists will continuously change.

11 Page 11 of European Technical Approval ETA-02/0026, issued on June 11, 2013 ANNEX 2 MECHANICAL PROPERTIES OF THE JOISTS The product is intended to be used in service classes 1 and 2 as defined in Eurocode 5. Characteristic resistances for the standard joist cross sections are based on characteristic strength values given in Table 2-1, which also may be used to calculate the properties for non-standard cross sections. The evaluation methods have been calculation or design assisted by testing. The structural properties of Finnjoist I-Joists within the ranges for joist depth and flange specification given in Annex 1 may be calculated using Metsä Wood's design procedures approved by VTT Expert Services Ltd. For the standard range of Finnjoist I-Joists mechanical properties have been calculated in Table 2-4 using these procedures. The effect of the knock-outs has been taken into account in the shear force resistance value. For sizes other than given in the tables, mechanical properties may be calculated by interpolation. Table 2-1. Characteristic strength and modulus of elasticity and rigidity values to be used in calculations. Property Symbol Value N/mm2 Joist Bending strength of flanges 8 f mk 38,4 32 Tensile strength of flanges7 f t0k Compression strength of flanges7 f c0k Stud Bending strength of web edgewise f mk,w 7,2 7,2 Shear strength of web f vsk 6,8 6.8 Shear strength of web/flange joint f vpk 2,4 1,0 Characteristic modulus of elasticity of flanges Mean modulus of elasticity of flanges E k E f Mean modulus of elasticity of web E w Modulus of rigidity of web G w Serviceability of the joists is understood as their ability to resist loads without unacceptable deformation. Both bending deformation and shear deformation will cause deflection of the joist. Table 2-4 gives the mean stiffness values for the joists. These values are based on mean values of modulus of elasticity E and modulus of rigidity G given in Table 2-1, which also may be used to calculate the properties for non-standard cross sections. A higher value for the modulus of rigidity of the web may be used, if the manufacturer of the OSB has a higher value certified. The modification factors for the joists, k mod and k def as defined in Eurocode 5, are given in Tables 2-2 and To be used in the calculations only.

12 Page 12 of European Technical Approval ETA-02/0026, issued on June 11, 2013 Table 2-2. Values of k mod for the Finnjoist I-joists. Duration of load Bending and axial resistance Service class 1 Service class 2 Shear resistance Service class 1 Service class 2 Bearing resistance Service class 1 Service class 2 Permanent 0,6 0,6 0,40 0,30 0,6 0,6 Long term 0,7 0,7 0,50 0,40 0,7 0,7 Medium term 0,8 0,8 0,70 0,55 0,8 0,8 Short term 0,9 0,9 0,90 0,70 0,9 0,9 Instantaneous 1,10 1,10 1,10 0,90 1,10 1,10 Table 2-3. Values of k def for the Finnjoist I-joists. Bending and axial deformation Shear deformation Service class 1 Service class 2 Service class 1 Service class 2 0,60 0,80 1,50 2,25 The structural performance of the product relies on adequate restraint to the compression flange. The effect of the restraint on the load-bearing capacity of the joist has to be taken into account as specified in Eurocode 5. The bending resistance values given in Tables 2-4 a-f are based on spacing of lateral constraints 300 mm. If the lateral bracing is spaced more sparsely the values shall be reduced according to the instructions given by the manufacturer. The values to be used in design are given on the following page in Tables 2-4 a-f. The values refer to flange depths: Joist 36, 39 and 45 mm, Stud 36 and 39 mm and web thickness 10 mm. Linear interpolation shall be used for sizes in between. Bearing resistance values are given without restriction for shear resistance. When relevant, the limiting effect of shear resistance shall be taken into account. When the Finnjoist I-joists are used as columns, the characteristic resistance values shall be calculated according to Eurocode 5 and the values in Tables 2-1 to 2-4 a-f shall be used, as relevant.

13 Page 13 of European Technical Approval ETA-02/0026, issued on June 11, 2013 Table 2-4 a Characteristic values - 36mm flange Joist Type Weight Af Aw Bending Flexural Shear Shear Torsional Torsional Moment Rigidity Capacity Rigidity Rigidity Capacity Capacity (mean values) (mean values) (charct. values) kg/m mm 2 mm 2 knm Nmm 2 x kn N x10 6 Nmm 2 x 10 9 knm , ,58 0,145 6,03 1,17 0,305 0, , ,52 0,173 6,25 1,17 0,396 0, , ,25 0,224 6,66 1,17 0,602 0, , ,90 0,244 6,81 1,17 0,690 0, , ,80 0,271 6,88 1,17 0,824 0, , ,24 0,346 6,88 1,17 1,256 0, , ,14 0,373 6,88 1,17 1,439 0, , ,03 0,252 8,84 1,60 0,317 0, , ,26 0,300 9,16 1,60 0,409 0, , ,52 0,388 9,76 1,60 0,614 0, , ,37 0,422 9,88 1,60 0,702 0, , ,55 0,470 9,88 1,60 0,836 0, , ,74 0,599 9,88 1,60 1,269 0, , ,92 0,646 9,88 1,60 1,451 0, , ,78 0,318 10,24 1,82 0,324 0, , ,15 0,377 10,61 1,82 0,415 0, , ,67 0,488 11,07 1,82 0,620 0, , ,63 0,531 11,07 1,82 0,708 0, , ,94 0,590 11,07 1,82 0,842 0, , ,51 0,752 11,07 1,82 1,275 0, , ,83 0,812 11,07 1,82 1,457 0, , ,53 0,391 11,42 2,03 0,330 0, , ,05 0,464 11,84 2,03 0,421 0, , ,84 0,600 12,26 2,03 0,626 0, , ,90 0,652 12,26 2,03 0,715 0, , ,35 0,725 12,26 2,03 0,848 0, , ,30 0,924 12,26 2,03 1,281 0, , ,76 0,997 12,26 2,03 1,464 0, , ,84 0,660 13,72 2,68 0,348 0, , ,80 0,782 14,22 2,68 0,439 0, , ,40 1,008 15,14 2,68 0,645 0, , ,76 1,095 15,50 2,68 0,733 0, , ,64 1,217 15,64 2,68 0,867 0, , ,73 1,548 15,64 2,68 1,299 0, , ,60 1,670 15,64 2,68 1,482 0, , ,63 1,188 15,99 3,33 0,458 0, , ,05 1,529 17,03 3,33 0,663 0, , ,71 1,660 17,43 3,33 0,751 0, , ,01 1,843 17,59 3,33 0,885 0, , ,24 2,340 17,59 3,33 1,317 0, , ,54 2,524 17,59 3,33 1,500 0, , ,56 1,510 18,23 3,76 0,470 0, , ,52 1,940 19,42 3,76 0,675 0, , ,39 2,105 19,87 3,76 0,764 0, , ,97 2,336 20,05 3,76 0,897 0, , ,96 2,963 20,05 3,76 1,330 0, , ,54 3,194 20,05 3,76 1,513 0, , ,02 1,972 19,31 4,30 0,485 0, , ,66 2,527 20,57 4,30 0,691 0, , ,79 2,740 21,05 4,30 0,779 0, , ,71 3,039 21,24 4,30 0,913 0, , ,66 3,850 21,24 4,30 1,345 0, , ,59 4,149 21,24 4,30 1,528 0, , ,53 2,501 19,09 4,84 0,500 0, , ,85 3,197 20,33 4,84 0,706 0, , ,23 3,465 20,81 4,84 0,794 0, , ,51 3,840 21,00 4,84 0,928 0, , ,42 4,859 21,00 4,84 1,360 0, , ,70 5,234 21,00 4,84 1,543 0, , ,70 3,768 18,78 5,92 0,531 0, , ,38 4,796 20,00 5,92 0,736 0, , ,28 5,192 20,47 5,92 0,825 0, , ,27 5,746 20,66 5,92 0,958 0, , ,09 7,249 20,66 5,92 1,391 0, , ,07 7,803 20,66 5,92 1,574 0,386

14 Page 14 of European Technical Approval ETA-02/0026, issued on June 11, 2013 Table 2-4 b Characteristic values - 39mm flange Joist Type Weight Af Aw Bending Flexural Shear Shear Torsional Torsional Moment Rigidity Capacity Rigidity Rigidity Capacity Capacity (mean values) (mean values) (charct. values) kg/m mm 2 mm 2 knm Nmm 2 x kn N x 10 6 Nmm 2 x 10 9 knm , ,82 0,150 5,86 1,16 0,358 0, , ,82 0,178 6,08 1,16 0,484 0, , ,65 0,231 6,47 1,16 0,740 0, , ,35 0,252 6,62 1,16 0,854 0, , ,31 0,280 6,68 1,16 1,022 0, , ,90 0,358 6,68 1,16 1,564 0, , ,86 0,386 6,68 1,16 1,793 0, , ,36 0,262 8,69 1,59 0,370 0, , ,67 0,312 9,01 1,59 0,496 0, , ,08 0,404 9,59 1,59 0,753 0, , ,99 0,440 9,82 1,59 0,866 0, , ,25 0,489 9,91 1,59 1,034 0, , ,65 0,625 9,91 1,59 1,576 0, , ,91 0,674 9,91 1,59 1,805 0, , ,15 0,330 10,10 1,81 0,376 0, , ,61 0,393 10,47 1,81 0,503 0, , ,31 0,509 11,15 1,81 0,759 0, , ,33 0,554 11,41 1,81 0,872 0, , ,74 0,617 11,52 1,81 1,040 0, , ,55 0,787 11,52 1,81 1,582 0, , ,96 0,850 11,52 1,81 1,811 0, , ,95 0,407 11,30 2,03 0,382 0, , ,57 0,484 11,70 2,03 0,509 0, , ,56 0,627 12,47 2,03 0,765 0, , ,69 0,683 12,76 2,03 0,879 0, , ,25 0,760 12,88 2,03 1,046 0, , ,47 0,969 12,88 2,03 1,588 0, , ,03 1,046 12,88 2,03 1,818 0, , ,40 0,690 13,63 2,67 0,401 0, , ,50 0,820 14,13 2,67 0,527 0, , ,36 1,060 15,05 2,67 0,783 0, , ,82 1,152 15,40 2,67 0,897 0, , ,83 1,281 15,54 2,67 1,064 0, , ,29 1,632 15,54 2,67 1,607 0, , ,30 1,762 15,54 2,67 1,836 0, , ,51 1,249 15,94 3,32 0,545 0, , ,25 1,611 16,97 3,32 0,802 0, , ,04 1,751 17,37 3,32 0,915 0, , ,51 1,946 17,53 3,32 1,083 0, , ,20 2,475 17,53 3,32 1,625 0, , ,67 2,670 17,53 3,32 1,854 0, , ,56 1,589 18,19 3,75 0,558 0, , ,89 2,047 19,37 3,75 0,814 0, , ,90 2,223 19,83 3,75 0,928 0, , ,67 2,470 20,01 3,75 1,095 0, , ,19 3,139 20,01 3,75 1,637 0, , ,96 3,385 20,01 3,75 1,866 0, , ,17 2,077 19,64 4,29 0,573 0, , ,23 2,670 20,92 4,29 0,829 0, , ,52 2,898 21,41 4,29 0,943 0, , ,67 3,217 21,60 4,29 1,110 0, , ,23 4,083 21,60 4,29 1,653 0, , ,38 4,402 21,60 4,29 1,882 0, , ,83 2,636 19,39 4,83 0,588 0, , ,63 3,381 20,65 4,83 0,844 0, , ,19 3,668 21,14 4,83 0,958 0, , ,73 4,069 21,33 4,83 1,126 0, , ,32 5,158 21,33 4,83 1,668 0, , ,85 5,560 21,33 4,83 1,897 0, , ,30 3,974 19,04 5,91 0,619 0, , ,58 5,077 20,28 5,91 0,875 0, , ,70 5,501 20,76 5,91 0,989 0, , ,00 6,095 20,95 5,91 1,156 0, , ,66 7,707 20,95 5,91 1,698 0, , ,95 8,300 20,95 5,91 1,928 0,426

15 Page 15 of European Technical Approval ETA-02/0026, issued on June 11, 2013 Table 2-4 c Characteristic values - 45mm flange Joist Type Weight Af Aw Bending Flexural Shear Shear Torsional Torsional Moment Rigidity Capacity Rigidity Rigidity Capacity Capacity (mean values) (mean values) (charct. values) kg/m mm 2 mm 2 knm Nmm 2 x kn N x10 6 Nmm 2 x 10 9 knm , ,40 0,160 5,44 1,03 0,418 0, , ,51 0,190 5,64 1,03 0,704 0, , ,56 0,246 6,00 1,03 1,077 0, , ,31 0,268 6,15 1,03 1,246 0, , ,36 0,298 6,20 1,03 1,508 0, , ,22 0,380 6,20 1,03 2,310 0, , ,27 0,410 6,20 1,03 2,653 0, , ,16 0,284 8,27 1,46 0,430 0, , ,62 0,338 8,57 1,46 0,716 0, , ,32 0,437 9,12 1,46 1,090 0, , ,34 0,476 9,34 1,46 1,258 0, , ,75 0,529 9,42 1,46 1,520 0, , ,56 0,675 9,42 1,46 2,323 0, , ,97 0,729 9,42 1,46 2,665 0, , ,06 0,360 9,68 1,68 0,437 0, , ,70 0,428 10,03 1,68 0,722 0, , ,73 0,555 10,68 1,68 1,096 0, , ,88 0,603 10,93 1,68 1,265 0, , ,45 0,671 11,03 1,68 1,526 0, , ,74 0,856 11,03 1,68 2,329 0, , ,31 0,924 11,03 1,68 2,671 0, , ,97 0,446 10,88 1,90 0,443 0, , ,79 0,530 11,27 1,90 0,728 0, , ,16 0,687 12,01 1,90 1,102 0, , ,43 0,747 12,29 1,90 1,271 0, , ,18 0,831 12,40 1,90 1,532 0, , ,93 1,059 12,40 1,90 2,335 0, , ,68 1,143 12,40 1,90 2,677 0, , ,77 0,763 13,27 2,54 0,461 0, , ,13 0,906 13,75 2,54 0,747 0, , ,50 1,171 14,64 2,54 1,120 0, , ,15 1,273 14,99 2,54 1,289 0, , ,43 1,416 15,12 2,54 1,551 0, , ,59 1,804 15,12 2,54 2,353 0, , ,87 1,947 15,12 2,54 2,696 0, , ,56 1,389 15,60 3,19 0,765 0, , ,94 1,792 16,61 3,19 1,139 0, , ,98 1,947 17,00 3,19 1,307 0, , ,77 2,165 17,16 3,19 1,569 0, , ,37 2,754 17,16 3,19 2,372 0, , ,16 2,971 17,16 3,19 2,714 0, , ,90 1,772 17,85 3,62 0,777 0, , ,95 2,283 19,01 3,62 1,151 0, , ,24 2,480 19,46 3,62 1,320 0, , ,39 2,756 19,64 3,62 1,581 0, , ,93 3,503 19,64 3,62 2,384 0, , ,08 3,778 19,64 3,62 2,726 0, , ,86 2,321 20,04 4,16 0,793 0, , ,76 2,986 21,34 4,16 1,166 0, , ,37 3,242 21,84 4,16 1,335 0, , ,95 3,600 22,04 4,16 1,596 0, , ,69 4,571 22,04 4,16 2,399 0, , ,28 4,929 22,04 4,16 2,741 0, , ,87 2,950 19,74 4,70 0,808 0, , ,62 3,788 21,02 4,70 1,181 0, , ,55 4,111 21,51 4,70 1,350 0, , ,58 4,562 21,71 4,70 1,612 0, , ,51 5,788 21,71 4,70 2,414 0, , ,53 6,239 21,71 4,70 2,757 0, , ,06 4,455 19,31 5,78 0,838 0, , ,51 5,701 20,57 5,78 1,212 0, , ,07 6,180 21,05 5,78 1,381 0, , ,98 6,851 21,24 5,78 1,642 0, , ,30 8,673 21,24 5,78 2,445 0, , ,20 9,344 21,24 5,78 2,787 0,513

16 Table 2-4 d Finnjoist characteristic values for flange dependant properties Flange End bearing 1) Intermediate bearing 1) Secondary direction Width 45 mm 89 mm 75mm 89 mm 135 mm Moment Shear Flexural Axial NS S NS S NS S NS S NS S Capacity 2) Capacity 2) Rigidity 2) 2) 3) Capacity (mean values) M f,k,y V f,z EIy F c,k,x mm kn kn kn kn kn kn kn kn kn kn knm kn 10 9 Nmm 2 kn 36mm flange depth 38 7,86 9,49 13,11 14,73 13,94 15,57 15,61 17,23 21,09 22,72 0,391 3,739 1,941 43, ,93 10,56 14,89 16,51 15,83 17,46 17,73 19,35 23,95 25,58 0,585 4,428 3,441 52, ,91 12,54 18,19 19,81 19,34 20,97 21,66 23,28 29,26 30,89 1,022 5,707 7,746 68, ,29 12,91 18,81 20,44 20,01 21,63 22,40 24,03 30,27 31,90 1,217 6,199 10,021 75, ,29 12,91 18,81 20,44 20,01 21,63 22,40 24,03 30,27 31,90 1,505 6,888 13,869 84, ,29 12,91 18,81 20,44 20,01 21,63 22,40 24,03 30,27 31,90 2,392 8,758 28, , ,29 12,91 18,81 20,44 20,01 21,63 22,40 24,03 30,27 31,90 2,764 9,446 36, ,76 39mm Flange Depth 38 7,86 9,49 13,11 14,73 13,94 15,57 15,61 17,23 21,09 22,72 0,429 4,051 2,130 46, ,93 10,56 14,89 16,51 15,83 17,46 17,73 19,35 23,95 25,58 0,639 4,797 3,756 56, ,91 12,54 18,19 19,81 19,34 20,97 21,66 23,28 29,26 30,89 1,111 6,183 8,420 73, ,67 13,30 19,46 21,08 20,70 22,32 23,17 24,80 31,31 32,93 1,322 6,716 10,883 80, ,74 14,37 20,35 22,86 22,59 24,21 25,29 26,91 33,87 35,79 1,633 7,462 15,052 90, ,98 14,61 20,35 23,26 23,01 24,64 25,76 27,39 33,87 36,44 2,594 9,487 31, , ,98 14,61 20,35 23,26 23,01 24,64 25,76 27,39 33,87 36,44 2,997 10,234 39, ,79 45mm Flange Depth 38 8,58 10,20 13,82 15,45 15,37 17,00 17,04 18,66 22,52 24,15 0,505 4,674 2,508 52, ,74 11,37 15,70 17,32 17,46 19,08 19,35 20,98 25,58 27,20 0,746 5,535 4,385 63, ,90 13,53 19,18 20,80 21,33 22,95 23,64 25,27 31,25 32,87 1,288 7,134 9,766 84, ,74 14,36 20,52 22,14 22,82 24,44 25,29 26,92 33,43 35,06 1,531 7,749 12,609 91, ,90 15,52 21,31 24,02 24,90 26,53 27,61 29,23 35,78 38,11 1,890 8,610 17, , ,16 15,79 21,31 24,44 25,37 27,00 28,12 29,75 35,78 38,80 2,997 10,947 36, , ,16 15,79 21,31 24,44 25,37 27,00 28,12 29,75 35,78 38,80 3,462 11,808 45, ,85 Notes: 1) For Bearing Capacities NS indicates no web stiffener at the support, S indicates web stiffener at the support 2) Moment capacity, Shear capacity, Flexural Rigidity and Axial Capacity in the weak direction per flange 3) Axial Capacity does not include any stability factors

17 Table 2-4 e Finnstud characteristic values - 36mm Bending End Bearing Intermediate Bearing Joist Type Weight Af Aw Axial Capacity Moment Flexural Shear Shear 45 mm 89 mm 89 mm per flange 3) Capacity Rigidity 2) Capacity Rigidity 2) NS S NS S NS S kg/m mm 2 mm 2 kn knm Nmm 2 x kn N x 10 6 kn kn kn kn kn kn , ,47 4,82 0,126 4,91 1,17 4,98 5,88 8,29 8,70 9,88 10, , ,64 6,25 0,163 4,91 1,17 6,08 6,98 10,13 11,75 12,07 12, , ,87 7,58 0,197 4,91 1,17 6,29 7,19 10,48 11,39 12,48 13, , ,65 9,67 0,251 4,91 1,17 6,29 7,19 10,48 11,39 12,48 13, , ,47 6,36 0,220 7,20 1,60 4,98 5,88 8,29 8,70 9,88 10, , ,64 8,24 0,284 7,20 1,60 6,08 6,98 10,13 11,75 12,07 12, , ,87 9,96 0,343 7,20 1,60 6,29 7,19 10,48 11,39 12,48 13, , ,65 12,70 0,436 7,20 1,60 6,29 7,19 10,48 11,39 12,48 13, , ,47 7,16 0,277 8,34 1,82 4,98 5,88 8,29 8,70 9,88 10, , ,64 9,25 0,357 8,34 1,82 6,08 6,98 10,13 11,75 12,07 12, , ,87 11,18 0,431 8,34 1,82 6,29 7,19 10,48 11,39 12,48 13, , ,65 14,24 0,548 8,34 1,82 6,29 7,19 10,48 11,39 12,48 13, , ,47 7,96 0,341 9,48 2,03 4,98 5,88 8,29 8,70 9,88 10, , ,64 10,27 0,439 9,48 2,03 6,08 6,98 10,13 11,75 12,07 12, , ,87 12,41 0,530 9,48 2,03 6,29 7,19 10,48 11,39 12,48 13, , ,65 15,79 0,674 9,48 2,03 6,29 7,19 10,48 11,39 12,48 13, , ,47 10,43 0,577 12,91 2,68 4,98 5,88 8,29 8,70 9,88 10, , ,64 13,41 0,741 12,91 2,68 6,08 6,98 10,13 11,75 12,07 12, , ,87 16,17 0,893 12,91 2,68 6,29 7,19 10,48 11,39 12,48 13, , ,65 20,53 1,133 12,91 2,68 6,29 7,19 10,48 11,39 12,48 13, , ,47 12,99 0,881 16,34 3,33 4,98 5,88 8,29 8,70 9,88 10, , ,64 16,65 1,128 16,34 3,33 6,08 6,98 10,13 11,75 12,07 12, , ,87 20,02 1,356 16,34 3,33 6,29 7,19 10,48 11,39 12,48 13, , ,65 25,36 1,716 16,34 3,33 6,29 7,19 10,48 11,39 12,48 13, , ,47 14,75 1,124 18,46 3,76 4,98 5,88 8,29 8,70 9,88 10, , ,64 18,86 1,435 18,46 3,76 6,08 6,98 10,13 11,75 12,07 12, , ,87 22,64 1,722 18,46 3,76 6,29 7,19 10,48 11,39 12,48 13, , ,65 28,64 2,176 18,46 3,76 6,29 7,19 10,48 11,39 12,48 13,39 Notes: 1) For Bearing Capacities NS indicates no web stiffener at the support, S indicates web stiffener at the support 2) Flexural Rigidity (EI) and Shear Rigidity (GA) are mean values 3) Axial Capacity does not include any stability factors Page 17 of European Technical Approval ETA 02/0026, issued on June 11, 2013

18 Table 2-4 f Finnstud characteristic values - 39mm Bending End Bearing Intermediate Bearing Joist Type Weight Af Aw Axial Capacity Moment Flexural Shear Shear 45 mm 89 mm 89 mm per flange 3) Capacity Rigidity 2) Capacity Rigidity 2) NS S NS S NS S kg/m mm 2 mm 2 kn knm Nmm 2 x kn N x 10 6 kn kn kn kn kn kn , ,32 5,08 0,130 4,74 1,16 4,98 5,88 8,29 8,70 9,88 10, , ,50 6,60 0,168 4,74 1,16 6,08 6,98 10,13 11,75 12,07 12, , ,67 8,01 0,204 4,74 1,16 7,10 8,00 11,83 12,74 14,09 14, , ,93 10,24 0,260 4,74 1,16 7,23 8,14 12,05 12,96 14,35 15, , ,32 6,72 0,228 7,03 1,59 4,98 5,88 8,29 8,70 9,88 10, , ,50 8,72 0,295 7,03 1,59 6,08 6,98 10,13 11,75 12,07 12, , ,67 10,56 0,357 7,03 1,59 7,10 8,00 11,83 12,74 14,09 14, , ,93 13,48 0,455 7,03 1,59 7,23 8,14 12,05 12,96 14,35 15, , ,47 7,56 0,288 8,17 1,81 4,98 5,88 8,29 8,70 9,88 10, , ,64 9,80 0,372 8,17 1,81 6,08 6,98 10,13 11,75 12,07 12, , ,87 11,86 0,450 8,17 1,81 7,10 8,00 11,83 12,74 14,09 14, , ,65 15,13 0,573 8,17 1,81 7,23 8,14 12,05 12,96 14,35 15, , ,47 8,41 0,356 9,31 2,03 4,98 5,88 8,29 8,70 9,88 10, , ,64 10,89 0,459 9,31 2,03 6,08 6,98 10,13 11,75 12,07 12, , ,87 13,18 0,555 9,31 2,03 7,10 8,00 11,83 12,74 14,09 14, , ,65 16,80 0,707 9,31 2,03 7,23 8,14 12,05 12,96 14,35 15, , ,47 11,04 0,604 12,74 2,67 4,98 5,88 8,29 8,70 9,88 10, , ,64 14,24 0,778 12,74 2,67 6,08 6,98 10,13 11,75 12,07 12, , ,87 17,19 0,939 12,74 2,67 7,10 8,00 11,83 12,74 14,09 14, , ,65 21,87 1,193 12,74 2,67 7,23 8,14 12,05 12,96 14,35 15, , ,47 13,76 0,925 16,16 3,32 4,98 5,88 8,29 8,70 9,88 10, , ,64 17,68 1,188 16,16 3,32 6,08 6,98 10,13 11,75 12,07 12, , ,87 21,31 1,430 16,16 3,32 7,10 8,00 11,83 12,74 14,09 14, , ,65 27,04 1,814 16,16 3,32 7,23 8,14 12,05 12,96 14,35 15, , ,47 15,62 1,181 18,45 3,75 4,98 5,88 8,29 8,70 9,88 10, , ,64 20,03 1,512 18,45 3,75 6,08 6,98 10,13 11,75 12,07 12, , ,87 24,10 1,819 18,45 3,75 7,10 8,00 11,83 12,74 14,09 14, , ,65 30,55 2,303 18,45 3,75 7,23 8,14 12,05 12,96 14,35 15,26 Notes: 1) For Bearing Capacities NS indicates no web stiffener at the support, S indicates web stiffener at the support 2) Flexural Rigidity (EI) and Shear Rigidity (GA) are mean values 3) Axial Capacity does not include any stability factors Page 18 of European Technical Approval ETA 02/0026, issued on June 11, 2013

19 Page 19 of European Technical Approval ETA-02/0026, issued on June 11, 2013 ANNEX 3 INSTALLATION GUIDE FOR THE JOISTS The installation guide of the manufacturer shall be followed. Especially the following points shall be noticed: 1. The instructions of the manufacturer regarding the restraint of the compression flange and temporary bracing shall be followed. 2. The bearing length to be used shall be larger than 45 mm. If the bearing length is more than 135 mm, the bearing resistance values given for 135 mm shall be used. 3. Web stiffeners may be used according to the instructions of the manufacturer. The characteristic bearing resistance with web stiffeners is given in Table During installation, the finished product may be exposed for conditions corresponding to hazard class 3 during a short time before immediate protection against rain. 5. It is assumed, that the knock-outs do not interfere and that the knock-out considered is a hole. Additional holes may be taken in the joist web for installations according to following rules: The structural effect of all additional holes must be considered separately from case to case. Holes shall be positioned at the centre of the web, except of holes smaller than 20 mm in diameter. The spacing of the holes shall be such, that the length of the unbroken web between the holes is at least two times the diameter of the larger hole. Else, the group of holes shall be considered as one elongated hole. For rectangular holes, the corners shall be made carefully and overcutting shall be avoided. For joists with holes, the shear capacity can be calculated as follows: V k, hole 1, 1 k hole V k V k (1a) when the width of a rectangular hole is smaller than min (h; 240mm): V k, hole 1,1 k hole Vk max N 1,23 b 2 f mm h f V k (1b) where factor k hole takes into account the effect of hole. k hole h w h f k h shape w, eff * h hole 38 k *38, 0 k hole 1 (2) h w, eff b 35 h w w hw h f hw h f (3) k shape is 1 for round holes and 1,23 for rectangular holes. k takes into account the effect of the system hole that may be present near to the additional hole. h hole is the diameter of the round hole. For rectangular holes, h hole is the length or the height of the hole, which one is larger.

20 Page 20 of European Technical Approval ETA-02/0026, issued on June 11, 2013 When H 212mm: 250 H h k 76 hole (4), 0 k 1 When H 212mm: k H h 174, 76 hole (5) 0 k 1