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9<br />
physical features (not including coating material):<br />
mechanical features<br />
Standard Test U.M. Tolerance<br />
Nominal size mm -0.1 +0.2 598 x 598<br />
600 x 600<br />
Thickness mm -0.1 +0.2 30<br />
Diagonal difference mm Máx. ≤0.4<br />
Slope edge ºC ±15` 3º<br />
Density Kg/m 3 ±5% ≥1.500<br />
Weight Kg ±5% 16.2<br />
Transverse electrical resistance EN 1081 Ω Máx. ≤10 7<br />
Edges self-extinguishing UL 94 V0<br />
Note: the breaking load is obtained by multiplying by 2 the maximum load allowed.<br />
30SA 30SF<br />
Fire Resistance EN 13501-1 Class Bfl Class Bfl Fire Reaction EN 13501-2 30 30<br />
Upper coating<br />
A = Aluminum Sheet<br />
F = galvanized steel sheet<br />
L = plastic laminate<br />
V = Vinyl<br />
D = Linoleum<br />
G = Rubber<br />
C = Carpet<br />
P = Parquet<br />
T = Ceramic<br />
R = Stone recomposed<br />
S = Natural Granite<br />
Table - Technical Properties 30SA 30SF<br />
Test estándar – EN 12825 Type of stringers Type of stringers<br />
U.M. SIN L M P<br />
Coverage: A V D G C<br />
SIN L M P<br />
Concentrated load centre of side of the panel (2.5 mm deflection) kN 1.8 1.8 2.6 3.0 3.0 3.0 3.9 4.5<br />
Maximum allowed load centre of side of the panel kN 2.6 2.6 2.7 2.8 4.9 4.9 5.0 5.1<br />
Concentrated load at the center of the panel (2.5 mm deflection) kN 2.8 2.8 3.6 4.0 4.4 4.4 4.9 5.2<br />
Maximum load allowed in the center of the panel kN 4.1 4.1 4.3 4.5 8.2 8.2 8.3 8.4<br />
Uniformly distributed load kN/m2 15.0 15.0 19.0 23.0 21.0 21.0 24.0 29.0<br />
Class according to EN 12825 1 1 1 1<br />
Coverage: F L<br />
4 4 5 5<br />
Concentrated load centre of side of the panel (2.5 mm deflection) kN 1.9 1.9 2.7 3.1 3.1 3.1 4.0 4.6<br />
Maximum allowed load centre of side of the panel kN 2.7 2.7 2.8 2.9 5.0 5.0 5.1 5.2<br />
Concentrated load at the center of the panel (2.5 mm deflection) kN 3.1 3.1 3.9 4.2 4.6 4.6 5.2 5.5<br />
Maximum load allowed in the center of the panel kN 4.2 4.2 4.4 4.6 8.4 8.4 8.5 8.6<br />
Uniformly distributed load kN/m2 16.0 16.0 20.0 25.0 23.0 23.0 26.0 31.0<br />
Class according to EN 12825 1 1 1 1<br />
Coverage: T R S<br />
5 5 5 5<br />
Concentrated load centre of side of the panel (1 mm deflection) kN 1.4 1.5 1.6 1.7 1.6 1.6 1.8 1.9<br />
Maximum allowed load centre of side of the panel kN 2.1 2.1 2.1 2.2 2.2 2.2 2.2 2.3<br />
Concentrated load at the center of the panel (1 mm deflection) kN 2.4 2.5 2.6 2.7 2.6 2.6 2.7 2.9<br />
Maximum load allowed in the center of the panel kN 3.0 3.0 3.1 3.1 3.1 3.1 3.2 3.3<br />
Uniformly distributed load kN/m2 10.0 10.0 11.0 13.0 11.0 11.0 12.0 14.0<br />
Class according to EN 12825 1 1 1 1 1 1 1 1
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