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Struetural Dealgn Aaaoelstes, inc. <br />�.� HewlKAtp., Sutte d4t <br />Everetk WA 9a201 <br />��� <br />Titls : Job. <br />Dsgnr: Dab: 9:38FtM, 11 APR OS <br />Ds�eripBon : <br />9cope: <br />Code Ref: ACI 318-02, 1997 UBC, 2003 IBC. 2003 NFPA 5000 <br />Cantilevered Retaining Wall Design <br />� Criteria � <br />RetalnedHeiqht - 2.00R <br />Watl helpht above soil = 0.50 ft <br />Sbpe 6ehind Wall � 0.00: 1 <br />Hefght M Soil wer Tce = O.00 in <br />Soil Dansity = 1'.0.00 pcf <br />WiM on Stem = 0.0 psf <br />i Axial Load Applied to Stem � <br />� Design Summary � <br />roral e.aniq Lox = z,17� ros <br />...resuttantecc. = 0.311n <br />Soil Pre.cwre � Toe = 1,352 ps� OK <br />Soil Preasure � Fleel = 7,132 ps/ OK <br />Atbwable = �.5� psf <br />Soil Pressure Less Than Allowable <br />ACI Factored � Toe = 2,005 psf <br />ACI Fadnrod � Hael = 1,679 pst <br />Footinq Shear � Toe = 0.0 psl OK <br />Footinp Sfrear (� Heal = 5.5 psi OK <br />FUbwabie = 85.0 psi <br />Wall Stabilky Ratlos <br />Overtuminp � ` 8.63 OK <br />Sliding = WR <br />Sl(dfng Calea � Slab Resists AlI5liding I <br />Leterel Sidinp FoRa = 140.s lbs <br />� Footing Design Results � <br />Tce Heel <br />Fadored Pressure = 2,005 7,679 p3i <br />Mu': Upwnrcl � 20T O lt�!" <br />Mu': Dawnward = 22 766 ft-# <br />Mu: Design = 22.� 166 @-t <br />Actual t-Way Shear = 0.00 5.46 psi <br />Albw 1-Wey Shear = 85.00 85:00 psl <br />Toe Relnforcing = None Spec'd <br />Hee� Reinfwcing � = Fbne Spec'd <br />Key Rein(orcfng = None Spec'd <br />5oil DaW � <br />� <br />A6ow SalBeariig = t.'.iV0.0 psf <br />Equivabnt Fiuid Pressuro Method <br />Heel Active Prmwe. a 35.0. psf/R <br />Toe AAi�re Prossure = 35.0 DWR <br />PassNe Preesure = 250.0 ps1A1 <br />Water heipM war heel = 0.0 ft <br />F�m011Srn1 Friction <br />Sal MigM ro ipiro�e <br />for0aasive cressuia <br />= 0.300 <br />= O.00in <br />Pape 1 <br />� Footing Strengths � Dimensfons p <br />fc = 2.500 psi Fy � 60,000 psi <br />Min. /b 96 � O.00N <br />Toe WiMh <br />Heal NCdth- <br />Total Fooling Widlh <br />Footing Thidcnesa <br />Key wdtn <br />Kry Depth <br />Key DWanca from 7oa. <br />Cover ({� Top = 3.00 In <br />= o.son <br />= 7.25 <br />� —{: /S <br />� 10.00M <br />= 0.00 fn <br />� QOOIn <br />- 0.00R <br />� Bhn.� 3.00 In <br />AxiN Dpd Losd � 500.0 Ibs � Axiat Load EaosntricitY � 0.11 M <br />/lziai L'rve Loed � 1,000.016s <br />� StemConstruction � rons� , <br />Stem OK <br />Da=I�hMpht II� 0.00� <br />Wall Material Abova "Hl' = Concrete <br />Thidcness e 8.00 <br />RebarSf�e = � 4 <br />Re6arSpacing = 12.00� <br />Rebar Piaced � = Edpa <br />�� � — - <br />fiIFB a falFa = Cm <br />Tatal Fame � Sedkn Ibs = 11&� <br />MomeM....Adual ft�l= 79.3 <br />MomeM....Albwable = 3,855.8� <br />Sheat.....MAusl pslF 1.6 <br />Shear....AIbwWYe p�i� 86A <br />BarDzvebpABOVEHt in= 1248, <br />Bar LapMook BELOW Ht. in = 6.00 <br />WaN WsipM- = 96.7 <br />Rebar Depth 'd in s 625 <br />Yesoruy Da� <br />M1n ps1= <br />Fa psia <br />Solid Grouting � <br />Speciet Inspecvoir � <br />Modular Ratb'n' _ <br />Short Tartn Faqpr � <br />Equiv.5olklThidc. = <br />Maconry BbGc Type = Nomw� WeigM <br />Concrete DaM <br />fic p�;- z�.o <br />Fy psi= 40,000.0 <br />O�MrA�Ne 91ru a SprLq� <br />Tce: Nol req'd, Mu < S• Fr <br />Meel: Not re4'd, Mu < S' Fr <br />Kay: No key defined <br />