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DESIGN EMPLOYING UBC CHAPTER 29 LATERAL BEARING <br /> <br />FORCE = 198 LBS. <br />HEIGHT = 8.5 FT. ABOVE GRADE. <br />MAX SOIL BEARING PRESSURE = 300 <br />FOOTING DIAMETER = 1.5 FT. <br /> <br />PSF/FT. <br /> <br />POLE/FOOTING IS CONSTRAINED AT GRADE <br /> <br />MINIMUM DEPTE INTO GRADE REQUIRED = 2.75 FT. <br /> <br />DESIGN EMPLOYING UBC CHAPTER 29 LATERAL ~EARING <br /> <br /> FORCE = 198 LBS. <br /> HEIGHT = 8.5 FT. ABOVE GRADE. <br /> MAX SOIL BEARING PRESSURE = 300 PSF/FT. <br /> FOOTING DIAMETER = 1.5 FT. <br /> <br /> POLE/FOOTING IS NON-CONSTRAINED AT GRADE <br /> MINIMUM DEPTH INTO GRADE REQUIRED = 3.5 <br /> <br />FT. <br /> <br /> <br />