As a happy amateur (engineer but not construction...) I need help with a reality check on a planned deck build.
- Large deck: 8.2 x 13.6 meters
- On posts and pilings (sloping lot)
- Beam spacing: 1800mm
- Overhang about 400mm
- Pilings spacing: 1600mm
- Floor joist spacing: 600mm
I have calculated 45x195 C24 as beams and 45x170 C24 as floor joists.
The decking will be 34x145 kärntrall.
With the programs I have found online and a simple deflection formula for beams, I can't help but understand that the intended dimensions should be more than sufficient.
(If I calculated correctly, a point load of 2kN in the middle of supports yields a deflection of 1.2mm)
I don't want to take chances and would rather build with over-dimensioning, and the goal is a rigid deck.
Comments? Surely the dimensions are sufficient, right? Or is it completely overdone with safety margins?
/Göran