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MSEW -- Mechanically Stabilized Earth Walls Grayson Square <br />Present Date/Time: Mon Aug 16 09:56:20 2021 C:\Users\henry.wright\Documents\MSEW Files\7829.01 LnL\16 Foot.BENp <br />INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br />Design height, Hd 16.00 [ft] { Embedded depth is E = 1.00 ft, and height above top of finished <br />bottom grade is H = 15.00 ft } <br />Soil in front of wall is Horizontal. <br />Batter, ow 5.7 [deg] <br />Backslope, R 0.0 [deg] <br />Backslope rise 0.0 [ft] Broken back equivalent angle, I = 0.000 (see Fig. 25 in DEMO 82) <br />UNIFORM SURCHARGE <br />Uniformly distributed dead load is 0.0 [lb/ft 21 <br />OTHER EXTERNAL LOAD(S) <br />[S1] Strip Load, Pv-d = 1500.0 and Pv-1= 500.0 [lb/ft]. <br />Footing width, b=1.5 [ft]. Distance of center of footing from wall face, d = 5.0 [ft] @ depth of 1.5 [ft] below soil surface. <br />ANALYZED REINFORCEMENT LAYOUT: <br />SCALE: <br />0 2 4 6 8 10 [ft] <br />Grayson Square Page 4 of 5 <br />Copyright © 1998-2021 ADAMA Engineering, Inc. License number MSEW-401027 <br />