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SWctural Design Aaaodates, lnc. <br />�.Q Nc^i.'� ii Z. .Q.ttf� 4C1 <br />Everett, WA 98201 <br />v�� <br />Titls : Jeb � <br />Dagrv: Dah: 9:35AM, i t APR OS <br />Usrcripdon : <br />9eopc:. <br />Code Ref: ACI 31&02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 <br />Cantilevered Retaining Wall <br />j CNteria e <br />RetalnedMalpM ` B.00R <br />Wall heipht ebove soil = 0.50 R <br />Slope Behind Wett = 0.00: 7 <br />HeIpM of Soll over Toe = 0.00 fn <br />Sail DansHy = 110.00 pcf <br />footlnp��Soll frictlon <br />Wind on Stem = 0.0 psf Soll IxqM to qnora <br />for yatsiwe ptesaure <br />Soil �ata ( <br />Allow Sa18sa�9 = 1.500.0 psf <br />EQuivabM fluid Pressuro MeM�od <br />tbel A�tiwe Pro�su2. � 35.0 psUlt <br />Toe Adive Pressuro = 35.0 psUR <br />PassNe Pressure = 250.0 psfM <br />WeterheipMwetheel� = O.Oft <br />� Ax(al Load Applied to Stem a A""�� �°'a <br />Axiat Live Load <br />Design Summary � <br />'-'. <br />7oL1 Bsaiinp Losd = 3,8D8 R�s <br />...resuhant ecc. = 0.9J in <br />Soll Ressure � Tce � 1,375 psT 6K <br />Soil Pressura � Heal � 1,030 psf OK <br />Albwabb . 1.500 paf <br />Soil Pressure Less Than Allowable <br />ACI Fect�red � Toe = 1,788 paf <br />ACI Fedored � Heel = 1,339 psF <br />Footlnp Shear � Toe = 74.2 �psi OK <br />Focting Shear (� Heel = 29.5 pai OK <br />Atlowable = 85.0-psl <br />�;hN SfaWIHy Ratlos <br />Ovsrtuminp = 3.6G oK <br />atiding = Wl:. <br />Sliding Ce:w SIaD Resisis AI� Sliding I <br />-Lslerdl'SiiOv„ Forts s SYT.2�Ibs <br />� Footing Design Re�;Wts {� <br />Toe Heel <br />Faclored Pressure = 1,788 7,339 psf <br />pAu':Upward = 7,352 O�1t�' <br />Mu': Do�mwerd = 137 2,096 R-M <br />i�iu: uesign �= 1,2f5 ��,05o�rt�s <br />Aduel7-Way Shear = 14.20 29.55 psi <br />Aliaw� 1-4hiay� 8iiear = 85.04 65.G6 psi <br />1be Relnforotng = None Spee'd <br />}ieel�ftemkrdng = None Spac'tl <br />Key RelnPorcing = None Spec'd <br />= a3oo <br />= 0.00 in <br />� 500.0 �s <br />� 1,000.0 IDs <br />PaQe i <br />j Footing Strengths 8 Dimens(ons � <br />� <br />fc R 2.500 pei FY = BO,OOOpsf <br />AAm. Aa % = O.OD74 <br />ToeWiMh = 1.25ft� <br />lieal WMM� = 2.00 <br />Tdd Footitg Width � �IS <br />FeatingTMdcnme � 10.0@m <br />Key Width s O.00.m <br />ICe�' Oeptlt � 0.0� M <br />KeyDlcWncifromToa = O.W.4 <br />cover � Top = J.0(f in � Btrn - J.00 in <br />�UtlatLo,o Eccsntricey - o.oin� <br />j Stem Construction � ToP� <br />Sinm OK <br />Dwign►�IYM R= 0.00�. <br />Wall Material Above'Ht" = Conuete <br />Thidaross = 6.00 <br />RebxS¢e = A 4 <br />Rebar Spacinp = 72.00 <br />Rebar Placed at = Edpe <br />Dasfpn D� <br />ibIFB a hlFa = O.60i <br />Totel For�e � Sactian Ibs= 1,071.0 <br />MomeM,..Actual Rfi= 2,142.0 <br />Momen....Albwabk = 3,855-.8- <br />Sheer.....Actual psi� 1�.3 <br />Shear....JUlowabb pai= 85.0 <br />F.m�[..72:c.'^p'..:.,F.fSJL S. � = I."i.t.L.. <br />Bar Lap/Hodc BE�OW HL �� 6.00 <br />weuwerom = es.� <br />Rebar Depth b' In � 6.25 <br />lasomy DaQ <br />fm psi= <br />fs P�= <br />SaIM ;,rouHnp � <br />6Peaa��mpx� x <br />ModularRatio'n' ' <br />SnonTmm�Fac[a s <br />Equiv. Solfd ThiGc. <br />Masomy Block Type = �Normaf WeigM <br />Concrets Dala <br />:C C+51= i w'"".u.'u. <br />Fy psi� 40,000.0 <br />a��«.�w. sm a sp.d�q. <br />Toe: Not req'd, Mu < S• Fr <br />Ifee1-71V� T2.OD in.15� 3425 in: f8� 1825 in, f7� 4825 fn: }8@ 4825 fn: fU@�d-. <br />Key: No key defirrod <br />