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physical features (not including coating material):<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 38<br />
Diagonal difference mm Máx. ≤0.4<br />
slope ºC ±15` 3º<br />
Density Kg/m3 ±5% 720<br />
Weight Kg ±5% 9.8<br />
Transverse electrical resistance EN 1081 Ω Máx. ≤10 10<br />
Edges self-extinguishing UL 94 V0<br />
38M1A 38M1F<br />
Fire Resistance EN 13501-1 Class Bfl Class Bfl Fire Reaction EN 13501-2 30 30<br />
mechanical features<br />
Note: the breaking load is obtained by multiplying by 2 the maximum load allowed.<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 38M1A 38M1F<br />
Test standard – 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 1.7 1.7 2.4 2.8 2.3 2.3 2.8 3.1<br />
Maximum allowed load centre of side of the panel kN 4.6 4.6 4.8 4.9 6.4 6.4 6.5 6.6<br />
Concentrated load at the center of the panel (2.5 mm deflection) kN 2.7 2.7 3.4 3.8 4.0 4.0 4.6 5.1<br />
Maximum load allowed in the center of the panel kN 6.7 6.7 6.9 7.0 7.6 7.6 7.7 7.8<br />
Uniformly distributed load kN/m2 14.0 14.0 18.0 22.0 21.0 21.0 25.0 30.0<br />
Class according to EN 12825 4 4 4 4<br />
Coverage: F L<br />
6 6 6 6<br />
Concentrated load centre of side of the panel (2.5 mm deflection) kN 1.9 1.9 2.6 3.0 2.6 2.6 3.2 3.5<br />
Maximum allowed load centre of side of the panel kN 4.8 4.8 5.0 5.1 6.5 6.5 6.6 6.7<br />
Concentrated load at the center of the panel (2.5 mm deflection) kN 3.0 3.0 3.7 4.1 4.2 4.2 4.9 5.3<br />
Maximum load allowed in the center of the panel kN 7.1 7.1 7.3 7.4 7.7 7.7 7.8 7.9<br />
Uniformly distributed load kN/m2 15.0 15.0 19.0 23.0 22.0 22.0 26.0 31.0<br />
Class according to EN 12825 4 4 5 5<br />
Coverage: T R S<br />
6 6 6 6<br />
Concentrated load centre of side of the panel (1 mm deflection) kN 1.1 1.1 1.2 1.4 1.8 1.8 1.9 2.0<br />
Maximum allowed load centre of side of the panel kN 2.0 2.0 2.0 2.1 4.1 4.1 4.2 4.3<br />
Concentrated load at the center of the panel (1 mm deflection) kN 2.0 2.0 2.2 2.3 3.0 3.0 3.4 3.5<br />
Maximum load allowed in the center of the panel kN 2.4 2.4 2.4 2.5 6.3 6.3 6.4 6.4<br />
Uniformly distributed load kN/m2 8.0 8.0 9.0 11.0 12.0 12.0 13.0 14.0<br />
Clase según la EN 12825 1 1 1 1 3 3 3 3<br />
6
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