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MSEW-- Mechanically Stabilized Earth Walls Seaway Center Lot 3C <br /> Proem Mieeiunc; Fri OA 12 1.1:2942 2007 G•USGRSUti,%DtG0003d922-1 5eao ay Cl toe 3C Reid Itnd:ry Design'Rd.f RuAery 4'.UEtr <br /> INPUT DATA: Geometry and Surcharge toads (of a SIMPLE STRUCTURE) <br /> Design height,Hd 5.00 [ft] ] Embedded depth is E = 1.00 ft,and height above top of finished <br /> bottom grade is I-1=4.00 ft ] <br /> Batter, fu 0.0 ldccl <br /> Backslope. B 0.0 [deg] <br /> Backslope risc 0.0 [ft] Broken back equivalent angle,I=0.00° (see Fig. 25 in DEMO 82) <br /> UNIFORM SURCHARGE <br /> Uniformly distributed dead load is 0.0[Ibift 2],and live load is 250.0 [Ibift 2] <br /> I <br /> ANALYZED REINFORCEMENT LAYOUT: <br /> I <br /> I <br /> N <br /> I <br /> SCALE: <br /> 0 2 4 6[ft] <br /> I I <br /> Seaway Cciiier Lot 3C Page 3 of 4 <br /> Copyright!i) 1998-2004 ADAMA Enginceiing,Inc. License number M-US-0534 <br />