Laserfiche WebLink
% <br />U TR BLOCK, INC. <br />UltraWall <br />Version: 4.0.16287.0 <br />Project: <br />Location: <br />Designer: <br />Date: <br />2/20/2018 <br />Section: <br />Section 1 <br />Design Method: <br />NCMA_09_3rd_Ed, Ignore Vert. Force <br />Design Unit: <br />Ultrablock <br />Seismic Acc: 0.150 <br />SOIL PARAMETERS <br />Retained Soil: <br />Foundation Soil: <br />Leveling Pad: <br />GEOMETRY <br />cp coh <br />34 deg 0 psf <br />36 deg 0 psf <br />40 deg 0 psf <br />Crushed Stone <br />Design Height: <br />5.00 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 6 on Single Depth <br />FACTORS OF SAFETY (Static / Seismic) <br />Sliding: 1.50 / 1.125 <br />Bearing: 2.00 / 1.5 <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 />3.46 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 />24.00 <br />RESULTS (Static / Seismic) <br />FoS Sliding: <br />2.83 (Ivlpd) / 2.66 FoS Overturning: <br />2.77 / 2.39 <br />Bearing: <br />1078.28 / 1087.89 FoS Bearing: <br />13.86 / 13.74 <br />Name Elev. <br />CP 4.92 <br />ka kae Pa Pae Plr - PaC <br />0.160 0.286 0 0 22 J' 0 <br />siesFSsl <br />FoS SeisOT <br />FSsl <br />FoS OT <br />100.00 <br />100.00 <br />100.00 <br />100.00 <br />1X 2.46 <br />0.246 <br />6.286 103 120 67 0 <br />100.00 <br />11.71 <br />100.00 <br />7.66 <br />1X 0.00 <br />0.254 <br />0.286 412 464 111 0 <br />2.83[3.94] <br />1 2.77 <br />2.66(3.69] <br />2.39 <br />UltraWall 4.0.16287.0 Page 1 <br />