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_ _ __ _ <br />1 , r <br />, STONE �TAINING WALL DESIGN <br />Version 33.1.152 <br />rTa���u c,�nU�t� <br />Project No: G-1486 <br />Casc: Case i <br />Design Method: Coulomb-�VC�bIA (modifred sorl in�erjace) <br />Dcsi�n Parametcrs <br />Soil f'arametcrs: <br />Rcrr jorced Fi!! <br />Retar��ed Za�e <br />Foundn(ion Soi! <br />Rcinforced Fill Typc: <br />Unit Fill: <br />Q c v ncf <br />36 0 I25 <br />32 0 125 <br />32 0 115 <br />2.5" minus Gravel or Cnuhed Slone <br />Crvuhed Stonc, 1 inch minus <br />Date: 07i09/. 007 <br />Designer. .9G <br />��1inimum Dcsign Factors uf Sa(cty <br />sliding: 2.00 pullout: 2.00 uncertainties; 2.00 <br />ovcnurning: 2.00 shear. 2.00 conncction: 2.00 <br />bcaring: ?.00 bcnding: 2.00 Scrviceability: 1.00 <br />Rcinforcing 1'urameters: ,Nrrafi,lTc Ceogridr <br />T�dl RFcr RFd ltFid LTDS FS Ta! Ci Ccis <br />3X7'c 3000 1.67 1. l0 /.?5 1306 2.00 653 0.90 0.90 <br />.I nuh.�'i.ti': :l/.Lr /0' <br />Uni! Tvpe: <br />/.cvcliiig Pnd: <br />li'ul! Hr: <br />L��re! HacAf(! <br />Surc/m��Qe: <br />Slandard l3" <br />Crushed S7ane <br />I1.SOfr <br />Offser. 1.00 <br />LL: 0 psJa;; onn sr�rcliurge <br />tooa wr:td,: o.00 f <br />Hesulls: Slidin Overturnitte Hearine <br />Fnctors ojSajety: 2.9'� a.07 7.?9 <br />Calculated 6earing Pressure: 1875 psJ <br />Eccentricity a, basc: 0.73 ft <br />Rcinforcing: (R R Ibs/R) <br />Cali. <br />Lavcr Hcielit Lenetl� 9_en�inn <br />6 10.67 8.5 10 <br />5 9.33 8.0 IOd <br />J 7.3J 6.5 J2d <br />3 S.ii 6.5 J3/ <br />1 3.33 6..i a38 <br />1 /.3J 6.5 6a7 <br />Rei� jorcing Quanrities /no }rasre iirch�ded): <br />3Xfc a.7? sy/fi <br />Daic 07�09/20U7 <br />Rcinf. 7'vnc <br />3,1Tc <br />3,l?c <br />3.17'c <br />3,17'c <br />3,1?c <br />3,1'Tc <br />Case: Casc .3 <br />IVaI! Qafrer.• 0.00 deg. <br />embedmenl: 1.50 ft <br />DL: 0 psf uniJorm srv�;,�, �.: <br />Laad IVidd�: O.00fi <br />Alluw Ten <br />Tal <br />653 ok <br />653 ok <br />659 ok <br />653 oA <br />65i ok <br />653 ok <br />Shear <br />6.57 <br />Pk Conn <br />Tcl <br />77S ok <br />793 ok <br />8/5 ok <br />S37 ok <br />859 ok <br />832 ak <br />6 <br />Bendine <br />13.77 <br />Serv C�m� <br />Tsc <br />1-153 ok <br />Id7a ak <br />l505 ak <br />1537 ok <br />1568 ok <br />1600 ok <br />,VOTE: 7'HESF CALCUL,9TIONS ARE FOR PRELl,t11,VAXY DESIGN ONLY,�I ND SHOULD <br />;VOT LtE USED FOR CONS7'XUCTION H'17HOUT REFlE{V BYA QUALIFIED ENGIA'EER <br />Pullout <br />FS <br />3.27 ok <br />3.a3 ok <br />2.09 ok <br />.i.68 ek <br />9.16 oi: <br />> 10 nk <br />Page � <br />