I would like to use Cembrit Construction fiber cement boards on a roof that will be walked on. How do I go about using the manufacturer's strength data to calculate the spacing I can have between the beams?

My question is specifically about determining how much support the fiber cement boards need to prevent cracking under certain loads (snow and traffic).

How should I proceed? Where can I find formulas, etc.?

Thankful for some guidance!
 
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