Load tables

Preconditions for load tables

Calculations according to Eurocode are performed with calculation program. (NSAB)
Partial coefficient for load = 1.5

Table values indicate characteristic loads for safety class 2.
For safety class 1: multiply the value by 1.1
For safety class 3: multiply the value by 0.91

To consider!

When dimensioning chequer plate for pedestrian traffic, you should calculate using a distributed load of 5 kN, even if the design load for the supporting structure was lower.

Material quality

Load bearing bar 2-3 mm: Fyk = 235 N/mm²
Load bearing bar 4-5 mm: Fyk = 355 N/mm²

Cross bar d=4-6.5 mm: Fyk = 235 N/mm²

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Grating Type A

Loads Grating Type Typ A


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