Re: Home Slice
One concern that comes to mind right away is the fact that this is going to be suspended by the arch bricks right? I don't know that is gonna be a nice downward load cantilevered off of half bricks.
The arch itself will hold a tremendous amount of direct downward load but what you have here is like....well its like if you were building a balcony on to a house and instead of going back and sistering onto the floor joist the length of the overhang or more (inside the house) you just put a ledger board and hung the balcony floor joist from that. You get my picture? I think you can put all the rebar you want in the casting but your weak point as I see it at this point is its attachment to the oven.
OK so lets play this out. Are you counting on the cladding to provide some extra strength above the arch if so how thick will the layer be right above the arch? this should act as a counter balance to the overhang but I'm just not sure it will be enough?? Its that row of arch brick carrying all the load that really has me concerned. Is there anyway you could post a pic of this setup straight on as if you are looking at it from the front of the oven opening?
Also don't forget to shove some insulation in the holes of the bricks where the rods are going in (actually wrapping them then putting them in would be the best because they are gonna expand from the heat it will surely crack the brick if not. I'm not sure about the expansion of ss in relation to regular steel but I'm sure its gonna expand some. Actually if someone could comment on the different expansion rates of ss vs reg steel I would appreciate it.
One concern that comes to mind right away is the fact that this is going to be suspended by the arch bricks right? I don't know that is gonna be a nice downward load cantilevered off of half bricks.
The arch itself will hold a tremendous amount of direct downward load but what you have here is like....well its like if you were building a balcony on to a house and instead of going back and sistering onto the floor joist the length of the overhang or more (inside the house) you just put a ledger board and hung the balcony floor joist from that. You get my picture? I think you can put all the rebar you want in the casting but your weak point as I see it at this point is its attachment to the oven.
OK so lets play this out. Are you counting on the cladding to provide some extra strength above the arch if so how thick will the layer be right above the arch? this should act as a counter balance to the overhang but I'm just not sure it will be enough?? Its that row of arch brick carrying all the load that really has me concerned. Is there anyway you could post a pic of this setup straight on as if you are looking at it from the front of the oven opening?
Also don't forget to shove some insulation in the holes of the bricks where the rods are going in (actually wrapping them then putting them in would be the best because they are gonna expand from the heat it will surely crack the brick if not. I'm not sure about the expansion of ss in relation to regular steel but I'm sure its gonna expand some. Actually if someone could comment on the different expansion rates of ss vs reg steel I would appreciate it.
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