You need to know the the weight of the oven and the supporting slab that sits atop the piers to know how much you can cantilever.
A structural engineer will be able to answer those questions, or you can just wing it. The strength of a concrete slab is proportional to its thickness, so a 2" thick slab is only 1/4 the strength of a 4" one.
If the load on the slab is directly over the supporting piers there is no load on it.
I precast mine and reducing weight where it's not needed, have got it down to a two man lift.
The top and bottom of the slab is tapered toward the outside, where there's no load on the slab, reducing weight and volume.This has the added advantage of shedding rain coming off the dome so water does not accumulate around the base of the dome, which is a common entry point for water to get in under the floor insulation.
I have four 50 x 50 mm holes in the slab which locate into the four corners of the piers essentially making it like a tied in lintel, with rebar tying the supporting slab to the foundation slab.
Starter bars cast in the foundation slab into the four corner cores of the stand pin the piers to the foundation slab.
Because my supporting slab is thin I also use steel reo, pp strengthening fibres as well as nano graphene or carbon nano tube fibres.
A structural engineer will be able to answer those questions, or you can just wing it. The strength of a concrete slab is proportional to its thickness, so a 2" thick slab is only 1/4 the strength of a 4" one.
If the load on the slab is directly over the supporting piers there is no load on it.
I precast mine and reducing weight where it's not needed, have got it down to a two man lift.
The top and bottom of the slab is tapered toward the outside, where there's no load on the slab, reducing weight and volume.This has the added advantage of shedding rain coming off the dome so water does not accumulate around the base of the dome, which is a common entry point for water to get in under the floor insulation.
I have four 50 x 50 mm holes in the slab which locate into the four corners of the piers essentially making it like a tied in lintel, with rebar tying the supporting slab to the foundation slab.
Starter bars cast in the foundation slab into the four corner cores of the stand pin the piers to the foundation slab.
Because my supporting slab is thin I also use steel reo, pp strengthening fibres as well as nano graphene or carbon nano tube fibres.
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