Laserfiche WebLink
_.-...,...........,_...,.,...__:,,..,.._....�.,_.:......._:..,,..—,......_........_...w. _..,.,,..—,..,<.._.,..,..._..,..,.,_...Mr.._...,....—,._.._.....,IM •,.... _-`- 'SEW Seaway Mechanically Stabilized Earth Walls Center Lot 3C <br /> Proem l)1.'cTIJf NI O:1 12 14.1631 NM G. SEItSJSADLr:R'SlrQ0.39;2.1 Sta..ay Cn Lni!C•Rcinf Rcday Dtsiute,ltcinf Rnc.cry 9'.OEN <br /> INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br /> ' Design height, lId 10.00 [ft] Embedded depth is E= 1.00 ft, and height above top of finished <br /> bottom grade is H =9.00 ft <br /> Baiter,(00.0 [degI <br /> Backslooe, (3 0.0 [deg] <br /> Backslone 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 2i,and live load is 250.0[lb/ft 21 <br /> I <br /> I <br /> ANALYZED REINFORCEMENT LAYOUT: <br /> I <br /> I <br /> 1 - <br /> 1 <br /> r <br /> SCALE: <br /> ' 0 2 4 6[ft] <br /> L l <br /> Seaway Center Lot 3C Page 3 of 4 <br /> Copyright•i•,1998-2004 ADAMA Engineering,Inc. License number M-US-0.534 <br />