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,.� �` <br />,STONE �TAINING WALL DESIGN <br />Version 3.3.1.152 <br />Project: Gubbels <br />Project No: G2486 <br />C•ase: Case 6 <br />Design Mcthod: Coulomb-NC,L/A (moJifiedsai! rnlerjaceJ <br />Design Faramcters <br />Soil Parametcrs: <br />Rcir jorced Fi(! <br />Xelnined Zone <br />Foundalioi� Soi! <br />Rcinfurccd Fill Type: <br />Unit Fill: <br />Q c Y ncf <br />36 0 /15 <br />i? 0 1_'S <br />3? 0 /?5 <br />?.5" minus Gravel or Crushed Smne <br />Cn�shed Stone, l incL minus <br />Minimum Dcsign Faclors of Safcly <br />sliding; 2.00 pulloW: '?.00 <br />overturning: 2.00 shear: 2.00 <br />bcarine: 2.00 bending: 2.00 <br />Date: 07/09/2007 <br />Designcr: dG <br />uncertainties: 3.00 <br />connection: 2.00 <br />Serviceability: 1.00 <br />Rcinforcing P:n•amctcrs: ,Nirafi,l7'e Geogrrds <br />Tvlt RFcr RFd RFid l,TDS FS Tid Ci Cds <br />3.1'Tc 3000 1.67 IJO 1.?5 /306 1.00 653 0.90 0.90 <br />�Irrulysis: AIAX 6' -- --- Case: Casc 6 <br />Unit Type: Slundnrd 13" IVaI/ Ru!ler: 0.0� deg. <br />Levcli�rg 1'ad: Crvshed Smne <br />IYalI Nt: 7.50 j� embedment: 1.50 j� <br />Levcl RnckT!! OJrser: 1.00 <br />Surdrarge: l.L: 0 psjuniforna surcharge DL: 0 psjtu�ijorm surchnrge <br />Lond 11'iddc 0.00 jr Load tVrddr: O.00fr <br />Hesul[s: Slidirn, <br />FnNors oJSaferv: 3.50 <br />Calculuted Dcaring Pressure: 1/ l6 psJ <br />6ccentricity at basc 0.42 fl <br />Reinforcing: (R R Ibs/ti) <br />Calc. <br />Laver Hcielrt Leneth Tensinn <br />�1 6.67 6.5 30 <br />3 5.33 S..i 10�! <br />2 3.33 S.0 '2a <br />1 /.33 S.0 396 <br />Rernjorcrng Qvun(ifies (no wasre includedJ: <br />3,Y7c ?.�t4s��if! <br />Ua�c 07(092007 <br />Ovcrtur��ine <br />.i.6� <br />RcinL Tvnc <br />3,17's <br />3.17'c <br />3.1Tc <br />3,r7'c <br />Bearint, <br />10.V? <br />.Uloe Ten <br />TaI <br />653 ok <br />653 ok <br />653 ok <br />653 ok <br />Shcar BenJinr <br />9.58 N.0/ <br />Pk Conn Serv Conn Pullou� <br />Tcl Tsc r`S <br />778 ok 1a53 ok a.87 ok <br />; 93 ok I a7d ok 2.93 ok <br />315 ok I505 ok a.69 ok <br />83i ok /537 ok 6.91 ok <br />NOTE: TNESE C.-ILCULA%70NS dRE FOR PRELLNLVdRY DESIGN ONLYAND SNOULD <br />�\'OT !JE USED FOR CO�\'STRUCTION IVITNOLI7'REVIEIt' UYA QUAl.IFIED ENGINEER <br />Pzgc I ��7 <br />