huggan said:
*snip*
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I can also say good luck with it not creaking, maybe not when it's newly laid but it will happen.
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What do you mean? Do you mean that 45x220 is thin for 3.75m span?
 
No, I said that such a rule with that length can almost support 1.5 tons, however, the floor creaks. That's what I meant.
 
Have you thought about lätttbalkar?
 
Okay, it was just that to my ears the word "knakar" refers to the beam, breaking, and "knarr" occurs in the floor due to the flex in the beam... but now I understand what you mean...
 
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