ETA120354 BeA screws core r1 - ETA-Danmark
ETA120354 BeA screws core r1 - ETA-Danmark
ETA120354 BeA screws core r1 - ETA-Danmark
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Page 8 of 17 of European Technical Approval no. <strong>ETA</strong>-12/0354<br />
0,8<br />
⎧ fax,k ⋅d ⋅l ef ⋅k1 ⋅ k2<br />
⎛ ρk<br />
⎞ ⎫<br />
⎪ ⋅<br />
2 2 ⎜<br />
350<br />
⎟ ⎪<br />
⎪ 1,2 ⋅cos α + sin α ⎝ ⎠ ⎪<br />
F = min<br />
ax , α ,Rk ⎨ 0,8 ⎬<br />
⎪ ⎧ 2 fax,k ⋅d ⋅l ef ,B ⋅ k1 ⋅k<br />
2 ⎫ ⎛ ρk<br />
⎞ ⎪<br />
⎪max ⎨fhead,k ⋅d h ;<br />
⋅<br />
2 2 ⎬ ⎜<br />
1,2 cos sin 350<br />
⎟<br />
⋅ α + α<br />
⎪<br />
⎩ ⎩ ⎭ ⎝ ⎠ ⎭<br />
Where<br />
Fax,α,RK Characteristic axial capacity of the screw at<br />
an angle α to the grain [N]<br />
d Outer thread diameter [mm]<br />
Point side penetration length of the threaded<br />
lef<br />
part according to EN 1995-1-1:2008 [mm]<br />
lef,B Length of the threaded part in the batten<br />
[mm]<br />
α Angle between grain and screw axis (α > 30°)<br />
k1 min {1; 220/tHI}<br />
min {1; σ10%/0,12}<br />
k2<br />
tHI<br />
σ10%<br />
fhead,k<br />
dh<br />
ρk<br />
Thickness of the thermal insulation [mm]<br />
Compressive stress of the thermal insulation<br />
under 10 % deformation [N/mm²]<br />
σ10% ≥ 0,05 N/mm²<br />
Characteristic head pull-through parameter<br />
[N/mm²]<br />
Outer diameter of the screw head [mm]<br />
Characteristic density of the batten or rafter,<br />
respectively [kg/m³]<br />
Fixing of battens with alternatively inclined <strong>screws</strong><br />
The analysis of the fixing of the insulation and battens,<br />
respectively, may be carried out using the static model in<br />
Annex B. The battens must have sufficient strength and<br />
stiffness.<br />
The characteristic axial tensile capacity of the BeFIX TKD<br />
<strong>screws</strong> for rafter or facade insulation shall be calculated<br />
from:<br />
F = min<br />
ax , α ,Rk<br />
0,8<br />
⎧ fax,k ⋅d ⋅l ⎫<br />
ef ,b ⎛ ρb,k<br />
⎞<br />
⎪ ⋅⎜ ⎪<br />
2 2 ⎟<br />
⎪1, 2⋅ cos α + sin α ⎝ 350 ⎠ ⎪<br />
⎪ 0,8 ⎪<br />
⎨ fax,k ⋅d ⋅l ef ,r ⎛ ρr,k<br />
⎞ ⎬<br />
⎪ ⋅<br />
2 2 ⎜ ⎟ ⎪<br />
⎪1,2 ⋅cos α + sin α ⎝ 350 ⎠ ⎪<br />
⎪f ⎪<br />
⎩ tens,k<br />
⎭<br />
The characteristic axial compressive capacity of the BeFIX<br />
TKD <strong>screws</strong> for rafter or facade insulation shall be<br />
calculated from:<br />
F = min<br />
ax , α ,Rk<br />
Where:<br />
0,8<br />
⎧ fax,k ⋅d ⋅l ⎫<br />
ef ,b ⎛ ρb,k<br />
⎞<br />
⎪ ⋅⎜ ⎪<br />
2 2 ⎟<br />
⎪1, 2⋅ cos α + sin α ⎝ 350 ⎠ ⎪<br />
⎪ 0,8 ⎪<br />
⎨ fax,k ⋅d ⋅l ef ,r ⎛ ρr,k<br />
⎞ ⎬<br />
⎪ ⋅<br />
2 2 ⎜ ⎟ ⎪<br />
⎪1,2 ⋅cos α + sin α ⎝ 350 ⎠ ⎪<br />
⎪F ⎪<br />
⎩ ki,Rk<br />
⎭<br />
Free screw length<br />
[mm]<br />
BeFIX TKD<br />
8,0 mm<br />
Fki,Rk [kN]<br />
≤ 120 5,97<br />
140 4,59<br />
160 3,62<br />
180 2,93<br />
200 2,42<br />
220 2,03<br />
240 1,72<br />
260 1,48<br />
280 1,29<br />
300 1,13<br />
320 1,00<br />
340 0,89<br />
360 0,80<br />
380 0,72<br />
400 0,65<br />
420 0,59<br />
2.7 Related aspects of serviceability<br />
2.7.1 Corrosion protection in service class 1 and 2.<br />
The BeFIX <strong>screws</strong> are produced from carbon wire. Screws<br />
made from carbon steel are electrogalvanised and yellow or<br />
blue chromate. The mean thickness of the zinc coating is<br />
5µm.