Hi
Posting this to see if anyone know this. Is is suffice for the load its carrying?
The only thing I understand is the 5.4mm deflection and from research it seems to be within tolerance.
This 6.2 meter beam ( basically is a 4.7 - 1.5 meter beam since its continuous span.) supporting the 1st floor external load loading wall and a 1.5 meter flooring. Foam cladding will be on wall and 3 average size windows.
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