Of course. That's what I primarily look at. Deflection on beams and joists < Span/300. Additionally checking the deflection criterion on the floor joists. Live load 2 kN/sqm.
I agree that 100x100 looks much nicer.
You have been a great help! Thank you so much
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Vi vill skicka notiser för ämnen du bevakar och händelser som berör dig.
