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I was calculating loads for a pier foundation and came across the figure of
25# / sqft / course of bales. So for a 36' X 10' wall (360 sq ft) we are
looking at a load of 63,000#. 360x25x7=63000#. Is this the correct way to
calculate this? If so thats makes an even more tremendous load than I suspected.
The number of peirs needed to safely hold this, an possibly to add a second
floor, is very large. Am I calculating this correctly? Thanks
Jeff
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