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Project: <br />New Project <br />Location: <br />Site Location <br />Designer: <br />xxx <br />Date: <br />2/23/2018 <br />Section: <br />Section 1 <br />Design Method: <br />NCMA_09_3rd_Ed <br />Design Unit: <br />Ultrablock <br />Seismic Acc: 0.150 <br />SOIL PARAMETERS cP <br />coh <br />Retained Soil: 34 deg <br />0 psf <br />Foundation Soil: 36 deg <br />0 psf <br />Leveling Pad: 40 deg <br />0 psf <br />Crushed Stone <br />GEOMETRY <br />Design Height: <br />7.50 ft <br />Wall Batter/Tilt: <br />0.00/ 0.00 deg <br />Embedment: <br />1.00 ft <br />Leveling Pad Depth: <br />0.50 ft <br />Slope Angle: <br />0.0 deg <br />Slope Length: <br />0.0 ft <br />Slope Toe Offset: <br />0.0 ft <br />Vertical 5 on Single Depth <br />FACTORS OF SAFETY (Static / Seismic) <br />Sliding: 1.50 / 1.125 <br />Bearing: 2.00 / 1.5 <br />UltraWall <br />Version: 4.0.16287.0 <br />Y <br />130 pcf <br />130 pcf <br />130 pcf <br />Live Load: <br />150 psf <br />Live Load Offset: <br />1.00 ft <br />Live Load Width: <br />9 ft <br />Dead Load: <br />0 psf <br />Dead Load Offset: <br />0.0 ft <br />Dead Load Width: <br />0 ft <br />Leveling Pad Width: <br />5.92 ft <br />Toe Slope Angle <br />Toe Slope Length: <br />12.00 <br />Toe Slope Bench: <br />4.00 <br />Overturning: 1.50 / 1.125 <br />RESULTS (Static / Seismic) <br />FoS Sliding: 2.71 (Ivlpd) / 2.59 FoS Overturning: 2.71 / 3.13 <br />Bearing: 1484.71 / 1442.08 FoS Bearing: 14.72 / 15.16 <br />24.00 <br />Name <br />Elev. <br />ka <br />kae Pa <br />Pae <br />Pr- -- <br />PaC <br />FSsI <br />FoS OT <br />siesFSsl <br />FoS SeisOT <br />CP <br />7.38 <br />0.160 <br />0.286 <br />0 <br />1 0 <br />22 <br />0 <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />1X <br />4.92 <br />0.246 <br />0.286 <br />107 <br />124 <br />67 <br />0 <br />100.00 <br />11.15 <br />98.37 <br />7.41 <br />1X <br />2.46 <br />0.254 <br />0.286 <br />419 <br />472 <br />111 <br />0 <br />34.90 <br />2.71 <br />32.57 <br />2.34 <br />2X-2X <br />0.00 <br />0.420 <br />0.461 <br />1534 <br />1686 <br />200 <br />0 <br />2.71[3.33] <br />3.53 <br />2.59[3.19] <br />3.13 <br />UltraWall 4.0.16287.0 Page 1 <br />