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BEARING <br /> Bearing Capacity Factors [Foundation] <br /> Nc= 50.59 <br /> Nq = 37.75 <br /> Ng = 56.31 <br /> Shape Factors [Foundation] <br /> Sc = 1.07 <br /> Sq = 1.07 <br /> Sg = 0.96 <br /> Modified Bearing Capacity Factors [Foundation] <br /> Ncm = Nc x Sc= 54.36 <br /> Nqm = NgxSgxdf=40.50 <br /> Ngm = NgxSg = 54.06 <br /> Depth Correction Factor <br /> df= 1.10 <br /> Water Correction Factor <br /> Cwq = 1.00 <br /> Cwg = 1.00 <br /> Base width at foundation, Bf <br /> Bf=Wu + height of leveling pad <br /> Bf' = Bf-2e <br /> 2.96 -2x0.00 B' = 2.96ft <br /> Calculation of Bearing Pressures on Foundation <br /> qn = (c* Ncm + q * Nqm * Cwq + 0.5*y* B' * Ngm *df* Cwq) <br /> [(0.00x54.36) + (135x40.50x 1.00) + (0.5x 135 x 2.96 x 54.06 x 1.10x 1.00)] <br /> quit=16262psf <br /> Nbrg = Bearing at Foundation Level NBrg =3335psf <br /> Calculate Ultimate Bearing, quit quit=16262psf <br /> Bearing Pressures (a) Nbrg/Bf' =1127psf <br /> Calculated Factor of safety for bearing qult/6 =14.43 <br /> Note: Calculations and quantities are for PRELIMINARY ANALYTICAL USE ONLY and MUST NOT be used for final <br /> n or construction without the independent review, verification, and approval by a qualified professional engineer. <br /> UltraWall 6.0.22298.930 12 <br />