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AnchorWall (ver 4.00 Nov 2002) Page 3 of 6 <br /> Wachovia Bank @ Zephyr Commons, Pasco Cty, FL <br /> License: AW98011374 <br /> Panel 1 of 1 <br /> Summary: <br /> Number of Standard Unit Rows 13 <br /> Cap Layer Yes <br /> Base Elevation (ft) 0.0 <br /> Panel Height (ft) 9.0 <br /> Panel Length (ft) 30.0 <br /> Crest Elevation (ft) 9.0 <br /> Left Station (ft) 0 +00.00 <br /> Right Station (ft) 0 +30.00 <br /> Minimum Toe Embedment Depth (ft) 1.17 <br /> Maximum Toe Embedment Depth (ft) 1.17 <br /> Minimum Height of Reinforced Soil at Wall (ft) 8.65 <br /> Maximum Height of Reinforced Soil at Wall (ft) 8.65 <br /> Minimum Distance to Crest Break Point (ft) 300.0 <br /> Maximum Distance to Crest Break Point (ft) 300.0 <br /> Minimum Crest Height of Reinforced /Retained Soil (ft) 8.65 <br /> Maximum Crest Height of Reinforced /Retained Soil (ft) 8.65 <br /> Minimum Crest Elevation of Reinforced /Retained Soil (ft)8.65 <br /> Maximum Crest Elevation of Reinforced /Retained Soil (ft8.65 <br /> Maximum Toe Slope (degrees) 0.0 <br /> Maximum Back Slope (degrees) 0.0 <br /> Maximum Equivalent Back Slope (degrees) 0.0 <br /> Maximum Live Load (psf) 100 <br /> Maximum Dead Load (psf) 0 <br /> External Stability Results for Panel 1 of 1 <br /> Calculated Design Criteria <br /> FOS Base Sliding 4.93 1.50 OK <br /> FOS Overturning 15.05 1.50 OK <br /> FOS Bearing Capacity 13.46 2.00 OK <br /> Base Reinforcement Length (L) (ft) 10.50 5.19 OK <br /> Base Eccentricity (e)(ft) 0.12 N/A <br /> Eccentricty Ratio (e /L) 0.01 N/A <br /> Base Reinforcement Ratio (L /H) 1.21 0.60 OK <br /> Note: Calculated values MEET ALL design criteria <br /> C: \Program Files\Anchor400 \P- 6425 -#13 V.aws 17 Nov 2009 - 04:25:19 PM <br />