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Asset 83177 v1.0 <br /> Pier Foundation Analysis (ANSI/TIA-222-H) <br /> Foundation Analysis Parameters Reactions <br /> Pier Diameter D 7.00 ft Moment, M„ 2,585.3 k-ft <br /> Pier Embedment L-h 19.5 ft Shear,V„ 29.7 k <br /> Pier Height above Ground H 0.50 ft Axial, P„ 35.1 k <br /> Water Table Depth[BGL] GW 15 ft Uplift,T„ 0.0 k <br /> Pullout Angle O 30 <br /> Unit Weight of Concrete 150 pcf <br /> Uplift Skin Friction Factor 0.750 <br /> Soil Properties <br /> Layer Depth Unit Cohesion Friction Ultimate Skin Ultimate Bearing <br /> (ft) Weight Angle Friction Pressure <br /> TOP BTIV1 pcf psf psf psf <br /> 0.0 1.0 105 0 0 0 0 <br /> 1.0 5.0 118 0 30 334 0 F-D 1 rh <br /> 5.0 12.5 134 0 40 1,103 0 <br /> 12.5 15.0 129 0 39 1,703 0 I-I. <br /> 15.0 20.5 135 0 40 2,184 60,755 I H 1 S <br /> ICI <br /> Soil Strength Capacities i <br /> Volume of Concrete 769.7 ft3 I_I <br /> - ----Weight of Concrete[Buoyancy Considered] 104.6 k GW <br /> Average Soil Unit Weight 114.4 pcf <br /> ICI <br /> L-h <br /> Skin Friction Resistance 521.1 k <br /> Compressive Bearing Resistance 2,338.1 k it <br /> Pullout Weight[Minus Concrete Weight] 572.4 k - <br /> Compressive <br /> ...Force,...PU 54.2 k <br /> II <br /> .........._......... <br /> ♦ <br /> Nominal Compressive Capacity,(I)sPn 2,144.4 k I-I Q <br /> ICI <br /> Total Lateral Resistance 1,948.7 k <br /> Inflection Point[BGL] 14.2 ft <br /> Moment at Inflection Point, MD 3,022.1 k-ft <br /> Nominal Moment Capacity,COsMn 5,398.5 k-ft <br /> MD/(1)sMn 56.0% <br /> A Page 1 of 2 <br /> „ <br />