Pole Barn Footer Calculator

⁽¹⁾ This is the combination of the top chord live load and top chord dead load on the truss drawing.

⁽²⁾ Typically between 1500 psf and 3000 psf. 1500 is really poor soil and 2000-3000 is typical. Without a soil test you don't know your true bearing capacity. Typically engineers use 1500 - 2000 without soil tests to be conservative. See this page to help identify your soil bearing capacity. Use this page to calculate concrete requirements.

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