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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.

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