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SWcturel Design Anaociabes, Inc. <br />.. v:iC:-'":.'.::..ci"....�"'..'�.^.: <br />e�ren, wA sezo� <br />Description <br />'L. 1'r 1 <br />TiW : .bb 1� <br />6aonr. Dam: 9:37AM, 11 APR 05 <br />�tGf�I�01� � <br />e�. <br />"..y' ' <br />COtle Ret AC131&-02, 7997 UBC, 2003 IBC, 2003 NFPA 5000 <br />Cantilevered Retaining Wall <br />j Criteria � <br />Retalr.edHeipM - 4.00R <br />Wall heigM ebove eoil = 0.50 ft <br />Sbpe BehiM WaN = 0.00: 1 <br />HeigM oi Soil over Toe � 0.00 in <br />Sad Oensdp = 110.0� P� <br />Wind on Stem = 0.0 psf <br />� Axial Load Applied to Stem f <br />� Design Summary q <br />TMa� Bemrglwd = Z.i�O Iba <br />...resuRantecc. = 1.041n <br />Sop Pressure � Tce = 929 ps1 OK <br />Soil Presauie � Fhel = 1,-089 pst OK <br />Allowable = �•5� psf <br />Soil Pressure Less Than Allowable <br />ACI Fadored � Toe = 1,?B5 pst <br />ACI Fadorcd � Heei = 2.059 psf <br />Footlny Shear � Toe = 7.0 psi OK <br />FOOtlr1p ShCBf � H081 a 11.3 psl OK <br />AlbwaDle = 85.0 psI <br />Wall Sfebliity Redos <br />Overtumf� � ` 3.96 OK <br />Slidinp = WA <br />3lfding Calca Slab Resists AlI 5liding t <br />�erei s�e�no Fau . eos.a n�s <br />Soil Data p <br />NlpwSoilBearinp = 1,500A�st <br />Equivabnt Fluitl Pte68uro MOUwd <br />Heel Aetive Preest+re � 35.0 pefM <br />Toe Activa Praswro = 35.0 psilR <br />fassNePro»uro � 250.OqfM <br />Weler heipht over heel = 0.0 ft <br />fiootinGllSoil friotion <br />Soil heipht Iq Ipnote <br />tor�A�ssiw Areswrfl <br />= 0.300 <br />= 0.00 in <br />P3g2 7 <br />� Footing Strengths & Dimens(one , <br />fc = 2.500 Psi FY = 60.00Opsi <br />Min. As % = 0.0014 <br />Tce.Width = i.00ft <br />Heel WfdC� = 119 <br />Tota1 Foofing WdM - --�35- <br />Foc�ingThidttfesa � 14.00hf <br />Key Wicith =� O.00.M <br />Kel' Deptli � 0.0�'vr <br />KeyIIlstancehomToa = O.00tt <br />Cove� � Top � 3.00 In @ Btm.= 3.00 In <br />Azt�tDea4Loatl �� �5D0.0�5 AxsllostlEcwntrwlY �� 6.Ofn� <br />Axiar Live Loau � 1,OOO.o Ibs <br />� Stem Construction Q � � _ <br />Sfem OK <br />=��ht En p-pp�_ <br />WaIlMaterialAbove'Ht". = Concrete <br />TMtftne5s � 8.00 <br />RebarSFm = �t 4 <br />RebarSpacng� = 12.00 � <br />Raber Placai et = C-dpa <br />Desipn Daht. -- - <br />1CIF'B+fyFa = 0.174 <br />Tatal foroe � SecHon Ibs = 4T8.0 <br />MCmEM...Actuel ft�R• 634.7 <br />MomaM....Apowable = 3,855.8 <br />SMa.....Aetual PN� 8.3 <br />Sheu....AYowwbb P�7= 85A <br />� Footing Design Resufts � <br />Tos Heel <br />Fadored Pressure = 1,205 2,059 paf <br />Mu' : Upward = 700 0 fl-i <br />Mu' : Downward = 88 380 ft-# <br />f�bu: pesign =- 612 3&f fi-4- <br />Adual t-Way Shear � 6.98 11.30 psI <br />Albw 1-Way Shear = 85.00 85.00 psi- <br />Tce Reintordng = None Spec'd <br />Heel Reinfon.i� = Nvne Spacd <br />Key Reinforcing = None Spec'd <br />E9'D'�velcp.A?AVEt� lo.=� 12GE�. <br />Bar LapMook BELOW Ht. ia = 6.00 <br />won w.� = as:i <br />RebarDepM 'd' in� 6.25 <br />1lsonryDm --------....- . . . .. . <br />fm M�= <br />Fs �i= <br />Solid Grouting s <br />SpecieY Ynepecmt i <br />MotlularRatio'n' _ <br />ShortTerm�Factw = <br />EquN. SoMd TNdc. = <br />�fawnry Blodc Type = Namaf Wai jM <br />Concrete Data <br />fc Psi= 2.5�0.Q. <br />Fy psi= 40,000.0 <br />01herAcnphhb SIa� s sp�elnp� <br />Tce: Not rep'd, Mu < S' F� <br />Heel: Not roq'd, Mu < S' Fr <br />Key: No key defined <br />