ETAG 034 Edition July 2011 GUIDELINE FOR EUROPEAN ...

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5.4.2.7 Family G5.4.2.7.1 Resistance of slotThe test is performed in ambient conditions.Samples with notch are applied to a rigid substrate as show in Figure 16.A force is exerted, at a speed rate of 5 mm/min on the cladding element’s fixing until failure.Figure 16 - Example of slot testA minimum of 5 tests shall be carried out.The results are expressed in N.The test report shall detail the following in accordance with Annex D:- Each F n value- The mean F ns value- The characteristic F nsc value giving 75 % confidence that 95 % of the test results will behigher than this value- The mode of failure descriptionNote : In case of a doubt on a resistance of dead load or in case of anti-lift up, a test in thevertical direction of the cassette may be performed.5.4.2.8 Family HIf the cladding elements are fixed by nails or screws, the through cladding element test inaccording with § 5.4.2.4.1 and pull-through resistance under shear loads tests in accordingwith § 5.4.2.1.2 are performed.If the cladding elements are fixed by metal clip, the test in according with § 5.4.2.6 isperformed.5.4.3 Resistance to horizontal point loadsWhere required, the behaviour when tested for horizontal static load in service (ladder bearingagainst it) shall be checked.ETAG 03450
The cladding kit shall be capable of accommodating the horizontally applied loads acting on itssurface arising from maintenance without any reduction in its performances.The cladding shall sustain safely, without reduction in performance and without permanentdeformation to any component, a static 500 N load applied one minute horizontally throughtwo squares of 25 x 25 x 5 mm spaced apart (distance 440 mm) on any part of the surface ofthe cladding (one person standing on a ladder leaning against the surface of the cladding) atroom temperature.5.4.4 Impact resistanceThe verification method proposed in this ETAG is similar to the EOTA Technical Report TR001– Edition February 2003.5.4.4.1 Resistance to hard body impactHard body impact tests are performed as described in ISO 7892: 1988. The points of impactare selected taking into account various modes of behaviour of walls and their cladding,varying according to whether the impact point is or is not located in an area of greater rigidity(At less than 50 mm from the edge of cladding element).Hard body impacts (10 Joules) are carried out with the steel ball weighing 1 kg and from aheight of 1.02 m (At least three locations).Hard body impacts (1 to 3 Joules) are carried out with the steel ball weighing 0.500 kg andfrom a height of 0.20 to 0.61 m (At least three locations).Observations:The presence of any micro cracks or cracks, at the impact point and at the circumference, isnoted. The area of the cracked zone is measured and noted. The nature of any breakage (e.g.sharp points or edges) is described.5.4.4.2 Resistance to soft body impactSoft body impact tests are performed as described in ISO 7892: 1988. The points of impactare selected taking into account various modes of behaviour of walls and their cladding,varying according to whether the impact point is or is not located in an area of greater rigidity(At less than 50 mm from the edge of cladding element).Soft body impacts (10 to 60 Joules) are carried out with the ball weighing 3 kg and from aheight of 0,34 to 2.04 m (At least three locations).Soft body impacts (300 to 400 Joules) are carried out with the ball weighing 50 kg and from aheight of 0,61 to 0.82 m (At least in the centre point of a cladding element).Observations:- The area of the crack zone is measured and noted,- The presence of any micro cracks or cracks, at the impact point and at the circumference,is noted.ETAG 03451
Page 1 and 2: European Organisation for Technical
Page 3 and 4: 5.3.5 Content and/or release of dan
Page 5 and 6: 9 THE ETA CONTENT .................
Page 7 and 8: Section one:INTRODUCTION1. PRELIMIN
Page 9 and 10: - Made with a render sprayed in sit
Page 11 and 12: A- Cladding kit consisting of cladd
Page 13 and 14: E- Cladding kit consisting of cladd
Page 15 and 16: The following table gives examples
Page 17 and 18: Walls made of concrete either cast
Page 19 and 20: Section two:GUIDANCE FOR THE ASSESS
Page 21 and 22: This chapter also takes into accoun
Page 23 and 24: This means that for ER3 the protect
Page 25 and 26: 4.5 ER5: PROTECTION AGAINST NOISENo
Page 27 and 28: Table 2 - Verification of performan
Page 29 and 30: 5.2.2 Reaction to fire on back side
Page 31 and 32: Pression PressureCLADDINGJOINTFigur
Page 33 and 34: µm, a diameter less than 3 µm and
Page 35 and 36: * for cladding elements which are m
Page 37 and 38: Data logger measures valueSKINFIXIN
Page 39 and 40: Observations during the testFailure
Page 41 and 42: Figure 7 - Example of test on fixin
Page 43 and 44: The failure load in N and the defor
Page 45 and 46: 5.4.2.3 Family CFigure 11 - Example
Page 47 and 48: The deflection of the profile shall
Page 49: 5.4.2.6 Family F5.4.2.6.1 Resistanc
Page 53 and 54: - The surface finish of the kit is
Page 55 and 56: The tests shall be carried out unde
Page 57 and 58: * EN 755-2 Aluminium and aluminium
Page 59 and 60: 6 ASSESSING AND JUDGING THE FITNESS
Page 61 and 62: 6.2.3 Fire resistanceNot relevant6.
Page 63 and 64: 6.4.1.1 Wind suctionThe load Q for
Page 65 and 66: 6.4.3 Resistance to horizontal poin
Page 67 and 68: • The 5%-fractile values (for a c
Page 69 and 70: The installation of the kit shall b
Page 71 and 72: The systems of attestation of confo
Page 73 and 74: For system 2+, this work shall be t
Page 75 and 76: • Cladding elementCharacteristicL
Page 77 and 78: Section four:ETA CONTENT9 THE ETA C
Page 79 and 80: “In addition to the specific clau
Page 81 and 82: A.2.2Serviceability (of works)Abili
Page 83 and 84: A.4.6Durability (of products)Abilit
Page 85 and 86: EN 13238 (May 2001)Reaction to fire
Page 87 and 88: EN ISO 179-2 (June 1999) Plastics -
Page 89 and 90: Polyester panelsEN ISO 10352 (Decem
Page 91 and 92: C.1.3HardnessDetermination of the h
Page 93 and 94: Annex E:MOUNTING AND FIXING PROVISI
Page 95 and 96: 2.1 Family A, BThe panels can be cu
Page 97 and 98: 2.5 Family GThe cladding elements c

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