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I <br /> MSEW--Mechanically Stabilized Earth Walls Seaway Center Lot 3C <br /> Newt 0.1h:1 1 ir FA OM I:.ti:;:exl6 24107 G,'USERSUSADI.E100003022-I Snway Cu LA)0Rcint llockcr)Daipt`Ilci-irlIndcry 5'.131N <br /> I <br /> INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br /> I Design height, Hd 6.00 [ft] { Embedded depth is E -- 1.00 ft,and height above top of finished <br /> bottom grade is H=5.00 ft { <br /> Batter, (0 0.0 [deal <br /> Backslope, 8 0.0 [deg] <br /> I 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 [lb/ft 1],and live load is 250.0 1lb/ft'I <br /> I <br /> I <br /> I <br /> IANALYZED REINFORCEMENT LAYOUT: <br /> I <br /> I <br /> I <br /> I <br /> I 1 <br /> I <br /> - ......_ <br /> I <br /> F - <br /> ." <br /> ., .. .------- <br /> . <br /> I <br /> SCALE: <br /> I0 2 4 b[ftj <br /> = —1 <br /> I ' <br /> Seaway Center Lot 3C Page 3 or 4 <br /> Copyright I.:, 1998-2004 ADAMA Engineering.Inc. License number M-US-0534 <br /> .. .. . . . .. <br /> I i <br />