[Strawbale] corner detail problem

[Andrew Webb]

Hi ohio,

I'm not sure of the advantage of moving the columns 3' back from the 
corners.  Can you explain your rationale?  The substructure column 
positions are already fixed because the footings are poured.  It may be 
an option to pour additional footings in new positions, but that would 
probably cost more than alternatives and be a bit of a waste.  The 
footings are 2.5m deep concrete piers so not cheap.

-AW

> I was wondering if it would make any sense at all to set the columns three 
> feet back from the corner along each wall.