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MSEW —Mechanically Stabilized Earth Walls Seaway Center lot 3C <br /> Uate'T,n hri Oct 12 14 22�7 2007 _ ^ G..USERSJ5ADLER'50003,122.1 Sccwa.,C,r Lal 3C•llcinr µockery• µerr nockm UE'i <br /> INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br /> Design height,I-Id 8.00 [ft] [ Embedded depth is E= 1.00 ft,and height above top of finished <br /> bottom grade is I-I=7.00 ft <br /> Batter, T,T 0.0 (de^l <br /> Backsiope, B 0.0 (deg] <br /> ' Backslope rise 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[Ib.%ft'] <br /> i <br /> i <br /> 1 <br /> ANALYZED REINFORCEMENT LAYOUT: <br /> 1 <br /> 1 <br /> 1 <br /> 1 <br /> 1 <br /> 1 <br /> scALE: <br /> 0 2 4 6[ft] <br /> Seaway Centel Lot 3C Page 3 of 4 <br /> Copyright?%1998-2004 ADAMA Engineering,Inc. License number M-US-0534 <br />