roblane65
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- Newcastle UK
probably no more than sunk in the walls to support a floor. Your biggest problem will be the stone work collapsing
in around the hole left when pull the timber out . depends on the composition of stone . Often bigger stone on the two outside faces and often bits rubble soil and god knows what in the middle. If the beams were structural the would have to be tied to something
else longditudally rough stone walling no sand cement . In theory if you pushed both walls from the outer side to the horizontal beam it would just push through the walls.
the strength is in the fact the walls are 600mm thick
in around the hole left when pull the timber out . depends on the composition of stone . Often bigger stone on the two outside faces and often bits rubble soil and god knows what in the middle. If the beams were structural the would have to be tied to something
else longditudally rough stone walling no sand cement . In theory if you pushed both walls from the outer side to the horizontal beam it would just push through the walls.
the strength is in the fact the walls are 600mm thick
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