Laserfiche WebLink
• �� STC)NE <br />� flFTAIMIMGW0.LL5Y5TEMS <br />RETAINING Wr�LL DESIGN <br />Key\Vall_'_010 Version 3.6.3 �uild 23 <br />PrnjecC Higlunnrk- f?3i Dmto�nn Lnne <br />f'rnject No: f:IdOdS <br />C:�sc: Cnse ! <br />Dcsien �Ie:hod: Ranbvie����/Ilr�uer (mod�/kdsnil interjice) <br />Design Parsmeters <br />Soil Par:mictcrs: <br />R�rnirtzd Zo�te <br />Fnu�rdntinn Soi! <br />Unit I�ill: <br />\linimum Desi�n �aclors of SafcN <br />slidme: I.�O <br />o� enurning: l SO <br />bcaring: 2.00 <br />� c nsf <br />3S /00 <br />93 !00 <br />Cnrslted Stone, / inc5 minus <br />pullout <br />5hear: <br />bending: <br />I.50 <br />I .50 <br />I .50 <br />Anal�sis Case: Casc 1 <br />a fuot gra��ity wall adj•rttn[ pnrch <br />Umt Typc: Standard 21" / 130.00 pc( <br />Le�eling Pad: Crushed Stone <br />�Vall Ht 5.00 R <br />BackSlope. 2.00 dcg. slope, <br />Surcharec: LL: �00 psEunifumi surehargc <br />Load Widdr �0.00 R <br />v ocf <br />l.i0 <br />1J0 <br />unccrtainlics: L50 <br />conncction: I SO <br />Datc: OS: O!/l01 ! <br />Dcsigncr. drrnr <br />\Vall Dattcr: a 00 deg. <br />embedment: L00 Ct <br />�.00 ft lun, <br />DL: 200 psf umfomi surchar�c <br />Load \Vidth: J0.00 ft <br />Kes�d(s: Slidin O��erturninc Ite:� Shcar 13cndin_ <br />F�ctorsol'Saftty: Zh3 �.?7 50.9> �4A �':� <br />Calculated [3canng Pressure: i3? / �11 p.vj <br />Ecccntncitv at basc: O.OU ft <br />.YUTG.iHE�L'�-C�.16EL:b.I-Fl3;�S-.IR•T_—FOR-!'REl,I.LILAG+R-}=AL4til4' � , •. ' �7t3�'T.D <br />,�'F).T-C;Fb�SGB-FOR-EONS`T•R�(.`C'790R'-iW�Ffil6�'•F-lt&L'FE1[_R.};.!-OG.l.l.1F_fEU_E'A�GI `'� <br />�r <br />� �!� � <br />;.. <br />Datc 08%OI/?UW Casc I <br />ragc � `/�} <br />