European Technical Approval ETA-12/0087 - ETA-Danmark

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Design of the battens Page 22 of 26 of European Technical Approval no. ETA-12/0087 The bending stresses are calculated as: (F + F ) ⋅l M = 4 Where b s char lchar = characteristic length char 4 l = 4 ⋅ EI w ⋅ K EI = bending stiffness of the batten K = coefficient of subgrade wef = effective width of the heat insulation Fb = Point loads perpendicular to the battens ef Fs = Point loads perpendicular to the battens, load application in the area of the screw heads The coefficient of subgrade K may be calculated from the modulus of elasticity EHI and the thickness tHI of the heat insulation if the effective width wef of the heat insulation under compression is known. Due to the load extension in the heat insulation the effective width wef is greater than the width of the batten or rafter, respectively. For further calculations, the effective width wef of the heat insulation may be determined according to: wef = w + t HI / 2 where w = minimum width of the batten or rafter, respectively tHI = thickness of the heat insulation EHI K = t HI The following condition shall be satisfied: σm,d Md = ≤1 f W ⋅ f m,d m,d For the calculation of the section modulus W the net cross section has to be considered. The shear stresses shall be calculated according to: (Fb + F s) V = 2 The following condition shall be satisfied: τd 1,5 ⋅ Vd = ≤1 f A ⋅f v,d v,d For the calculation of the cross section area the net cross section has to be considered. Design of the heat insulation The compressive stresses in the heat insulation shall be calculated according to: 1,5 ⋅ Fb + Fs σ = 2 ⋅ l ⋅ w char The design value of the compressive stress shall not be greater than 110 % of the compressive stress at 10 % deformation calculated according to EN 826. Design of the screws The screws are loaded predominantly axially. The axial tension force in the screw may be calculated from the shear loads of the roof Rs: RS TS = cosα
Page 23 of 26 of European Technical Approval no. ETA-12/0087 The load-carrying capacity of axially loaded screws is the minimum design value of the axial withdrawal capacity of the threaded part of the screw, the head pull-through capacity of the screw and the tensile capacity of the screw. In order to limit the deformation of the screw head for heat insulation thicknesses over 200 mm or with compressive strength below 0,12 N/mm², respectively, the axial withdrawal capacity of the screws shall be reduced by the factors k1 and k2: 0.8 0.8 ⎧⎪ fax,d ⋅d ⋅l ef ⋅ k1 ⋅ k2 ⎛ ρk ⎞ 2 ⎛ ρ f k ⎞ ⎫ tens,k ⎪ Fax, α,Rd = min ⎨ ⋅⎜ ⎟ ;f head,d ⋅d h ⋅⎜ ⎟ ; ⎬ for DaBau and IngBau screws ⎪⎩ 1.2⋅ cos² α + sin ² α ⎝ 350 ⎠ ⎝ 350 ⎠ γM2 ⎪⎭ 0,8 ⎧ fax,d ⋅d ⋅ lef ⋅ k1 ⋅ k ⎫ 2 ⎛ ρk ⎞ ⎪ ⋅ 2 2 ⎜ ⎟ ⎪ ⎪ 1,2 ⋅cos α + sin α ⎝ 350 ⎠ ⎪ ⎪ 0,8 ⎪ ⎧ 2 fax,d ⋅d ⋅l ef ,b ⎫ ⎪ F = min ⎛ ρk ⎞ ⎪ ax , α ,Rd ⎨max ⎨fhead,d ⋅d h; ⋅ 2 2 ⎬ ⎜ ⎟ ⎬ where: fax,d ⎪ ⎩ 1,2 ⋅cos α + sin α ⎭ ⎝ 350 ⎠ ⎪ ⎪f ⎪ tens,k ⎪ ⎪ ⎪⎩ γM2 ⎪⎭ for DaBau WD screws design value of the axial withdrawal parameter of the threaded part of the screw in the rafter or batten, fax,d does not apply for wood-based panels except plywood, LVL or cross-laminated timber/solid wood panels d outer thread diameter of the screw lef lef,b Point side penetration length of the threaded part of the screw in the batten, lef ≥ 40 mm Length of the threaded part in the batten including the head for tensile and excluding the head for compressive force [mm] α Angle between grain and screw axis (α > 30°) ρk fhead,d dh ftens,k γM2 k1 k2 tHI σ 10% characteristic density of the wood-based member [kg/m³] design value of the head pull-through capacity of the screw head diameter characteristic tensile capacity of the screw partial factor according to EN 1993-1-1 or to the particular national annex min {1; 220/tHI} min {1; σ10%/0,12} thickness of the heat insulation [mm] compressive stress of the heat insulation under 10 % deformation [N/mm²] If equation k1 and k2 are considered, the deflection of the battens does not need to be considered. Alternatively to the battens, panels with a minimum thickness of 22 mm from plywood according to EN 636 or an ETA or national provisions that apply at the installation site, particle board according to EN 312 or an ETA or national provisions that apply at the installation site, oriented strand board according to EN 300 or an ETA or national provisions that apply at the installation site and solid wood panels according to EN 13353 or an ETA or national provisions that apply at the installation site or cross laminated timber according to an ETA may be used.
Page 1 and 2: ETA-Danmark A/S Kollegievej 6 DK-29
Page 3 and 4: Page 3 of 26 of European Technical
Page 7 and 8: 3 Attestation of Conformity and CE
Page 11 and 12: ETA- Zul-0001-DaBau ø 8 ln Page 11
Page 13 and 14: ETA-Zul-0003-IngBau_Ø6 L Page 13 o
Page 15 and 16: ETA-Zul-0005 IngBAU-Ø10 L Page 15
Page 21: Mechanical model Page 21 of 26 of E

European Technical Approval ETA-12/0087 - ETA-Danmark

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