Laserfiche WebLink
swctura� oesfgn nssodates. �nr:. <br />.... <br />�� .� �:T i{f! /���. Jv�� 1Y 1 <br />Everok, WA 9820f <br />Z� <br />rw.: .�r <br />p,Wae�nr. Ontw: 9:32AM, 71 APR 05 <br />�^'�• • <br />e-.::�..� . <br />V� Code Ret ACt 316-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 <br />Cantilevered Retaining Wall Design <br />---- �__...__.,.._._ _... <br />__ . <br />i Criter� O <br />Retalned Meipht ` 8.00 R <br />Wefl hefpht ebw�a soil = 0.50 R <br />Sbpe BeNM Wall = 0.00: 1 <br />MefpM of Sofl over Toe a O.00 ln <br />Sai Uencily = 110.00 pcf <br />WirM on Stem = 0.0 pat <br />� Axial Load Applied to Stem � <br />Design Summary 6 <br />Tota! Brarmg loaC = 4.437 Ibs <br />...resuRant ecc. = 1.14 in <br />Soil Ressut8 � Tcz = 1,474 pst OK <br />Sod Pmsura � Hesl � 1,061 paf OK <br />Allowebb m ��� Ds� <br />Soil Pressure Less Then Allowable <br />ACI Feciaed � Toe = 7,765 psf <br />ACI FeUoied � Hael = 7,2Tt psf <br />Footinp Slaar � Toe ' 1&5 psi OK <br />Footinp Shear � Heal = 2fi.t psi OK <br />pNowaple - 85.0 psl <br />wan sewxny n.nw <br />OveKuminp = 2.18 OK <br />S�iGitig. = wn� <br />Sllding Cales Slab Resists Atl Sliding 1 <br />{aMrel�S�idingFo� � 1�,4t7.51W� <br />- ------� - � -----�- --- <br />�Footing Design Resuits � <br />Tce Heel <br />FaCored Pressuro � 1,765 1.271 psf <br />rv1u' : Upws�d � 3.341� D fhX <br />Mu': Downward = 420 1,714 R# <br />fwu: ixeyn = i:iiS� S,7Sin-'r. <br />Achiell•WayShenr = 18.5J 26.OBpsl <br />Hi;aw lahiay Strear = diii�� isiGi Psi <br />T�e RelnPorcing = None Spec'd <br />HeatReioio�cmg = None�Spec'd�� <br />Key RelnMrcing = None Spec'd <br />Soil Data � <br />qyow Sp7 gearing � 1.500.0 psf <br />Equivakmt Fluid Pressum AAethod <br />Hed Aiiivb Pr3"ssuie = J5.D p"sbR <br />Toe Adive Preeaure = 35A psiAt <br />Peasire Pivanuro � 2C0.0 pefnt <br />WNer Mi9M over heel � 0.0 fl. <br />FootiirollSoN Frktion = 0.300 <br />soe neqm ro qirore <br />wr�Rre� � aoo�, <br />istial.Daad�Load - 50"il,Qfbs <br />Ncial Live Loatl = 1;OBO.O Ibs.� <br />St��nstruction T�� <br />sre <br />UwWAhNpM R= <br />Wall'dateriel Above "Ht' = Con <br />mid.neu = <br />RetxSiTe ` { <br />Ra�arSPaa�9 = � <br />Rebnr Pleced at = E <br />��� ------------- <br />NIFB r fa/fa = 0 <br />Totai Face � Seqion Ibs = 1. <br />MomeM....Adual R#= 5,0 <br />Momant....JUbwable = 7.. <br />SMar.....Actuat psl= <br />Sd�er....hUowlablB psj- <br />�.,:=.u.�,,.;,�Er .,;- <br />BarLap/liook BELOW Ht. in. <br />Wsu WegM � <br />RebarDepth 'd' In= 6 <br />7i�mry Da1a� ---------..-- <br />hn pgl= <br />i-s Psi= <br />Solid GrouHig = � <br />SDec+ai�nspeWms = <br />ModularRalio'n' = <br />jll0fl 18fR1 t840i = <br />Equiv. Sotid Thkk. <br />6fawmy Btock Type � Namal YVegM�. <br />ConereM Data <br />i�. !'+a�- :.� <br />Fy psi = 60, <br />P6ca t <br />_.. _ ._. .---- <br />i Footfng Strengths 8 D(mens(ons , <br />fC = 2,500 psi Fy = 6D.00OpSi <br />Ntit1. As Yo = 0.0014 <br />TOa WiAth = 2.00 R- <br />Hbt: Ydlti = 1.50 <br />TdslFbottrg.Widlh � �- <br />FOOtlflg ThkJcHe3s � 12.0091 <br />Key Widd� = O.OD in <br />�r o�n = o.oc m <br />Key oicfanra rrort�Toa = �.9� rt <br />Cover � Top = 3.00 In � Bdn.= 3.00 in <br />Axiaiload'EaontricilY = ODin <br />m OK <br />6.06 <br />crete <br />Q.OD <br />5 <br />�.00 <br />dDa <br />.i3� <br />901.0 <br />n.� <br />023.B <br />25:8 <br />8SA <br />� �u <br />7:47 <br />96:2 <br />:19 <br />.wu.u. <br />000.0 <br />o9,sr�xepf�9e slms a spaaeg, <br />Tce: #4ID 17.00 in, #5(H� 26.25 in, A'6(B� J7.00 in, #7� 4825 in, #6(� 4E.2Q in, � 4 <br />Fbet: Not rec�A; lAu� < S' R <br />Key: No key deflned <br />