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Kwmm� Cornultlng, Ine. <br />4825 72nd Awnu� W. <br />Uniwnity Placa, WA 9N88 <br />rw.: <br />Dapnr. <br />pne�iptlon : <br />�op� : <br />�>-��».� Restrained Retaining Wall Desipn <br />10' Restrained Wall <br />CriMia � <br />RetainedHeiqht = 9.SOR <br />Wall heig�t aDove soil • O.SOQ <br />Toril Wati HeiyM = 10.00A <br />Top Support Height = 10.00 R <br />Sbpe Be�irM Wal ` 0.00: 7 <br />Fbqht of Soil over Toe = 8.00 in <br />Soil Densi�' = 100.00 pd <br />Wind on Sbm = 0.0 psf <br />I Sureharp� Loads � <br />SurtMrye Orer F1eel = 100.0 Ps� <br />»>Used To Reaist Sliding 8 Orertumirq <br />Su�arqe Over Toe = 0.0 psl <br />Uaed for Sliding E Overtuming <br />' AxIN Load APWNd lo Sbm r <br />Abal Dead LoaO = 0.0 Ds <br />Aual Live LOW = 0.0 Ds <br />A�dal LoaO Ecoenhicdy = 0.0 in <br />Total BeaNnq Lwd = 3,375 bs <br />...iesuMarRecc. = 9.91 in <br />Soil Prossuro � Toe = 7,920 pst OK <br />Soll Prosauro � Heel = 0 psf OK <br />/Ubwabb - 2,� psf <br />Soil Pros+ure Less Than Allowabk <br />ACI Factored � Tae = 2,687 psf <br />ACI FaCored � Heel = 0 pst <br />FooHnq Shear � Toe = 28.8 pal OK <br />Foofirg Shear � FkN = 27.1 psi OK <br />AlWwabk = 93.1 psi <br />Ructlon rt Top = 748.5 bs <br />R�actlon at Bottom = 3,393.4 ibs <br />Slidlnp Calca Slab Resab Atl Slidirg I <br />Lateral Slidi� Force = 3,393.4 Ds <br />I Soil Oah � <br />Allow Soil Bearing = 2,000.0 psf <br />Equri�bnt Fluid Preuuro AiMthod <br />Heel AGive Prossure = 85.0 <br />Toe Active Prossure = 0.0 <br />Passive Preswre = 150.0 <br />weMr heqM over heel = 0.0 R <br />Footing��SolFridio� = 0.330 <br />Soil height to pnore <br />for pauiva prouure = 0.00 in <br />Uniform LaNnl Load Appliod to Sbm <br />.Fieipht to ToF = 00 � <br />...Height to BoHort = 350.00 ft <br />Footin9 Design Reaults I <br />Factored Prcssuro = 2.887 �0 pef <br />Mu' : Upward = 3,154 132 R4f <br />Mu' : Dovmward = 371 1,842 Ri1 <br />Mu: Oesign = 2.780 t,710 ft�1 <br />Actual i-Way Shear = 28.76 27.12 psi <br />Aliow t-Way Shear = 93.11 93.71 psi <br />�9 <br />.�. <br />WEr. 2:37PM, 210CT 02 <br />� Fcotlrp shMpM. a Dim.�dan � <br />fc = 3,000 psl Fy = 80,000 p�l <br />NNn. An % = 0.0014 <br />Toe WWth = 1.6711 <br />Heel WMth � 2.93 <br />Total Faoting Widtt • ��6- <br />Footinp Thidcnesa = 10.00 in <br />Key Wdth = O.00 in <br />Ksy Depth • 0.00 in <br />Kay Dhtance hom Toe • 0.00 R <br />Cover � TcP ' 3.00 in � Blm.� 3.00 in <br />AdJaunt Faotlnp Load � <br />Adjacent Footlrq Load = O.OIDs <br />Foodrp Width � O.00 ll <br />EwentrkltY = O.00 in <br />Wall to FtQ CL Dbt = 0.00 rt <br />Footinp Type Llne Lootl <br />Baae Ab°vd8°low Soi� = 0.0 R <br />at Badc of Wall <br />Thidcness = 70.00in FY = �,�D� <br />Wa1lWeight = 120.Bpcf fc = 3,OOOpsi <br />Stem is FIXE� to top oi foo6ny <br />� Top Support MTop 8 Bp� B Bn� of Wdl <br />SWnOK ShmOK SWnOK <br />p��p� ry�pM = 10.00 R 5.SB R 0.00 R <br />Rebar Size = M 5 �► 5 • 5 <br />Rebar Spadng = 12.00 a 12.00 in 70.00 in <br />Rebar Placed al = Edge Edge Edpe <br />Rebar Oepth 'd' = 8.00 in 8.00 in 8.00 In <br />Dea�pn Dtla <br />1bIFB * falFa = 0.000 0.342 0.830 <br />Mu...Adual = O.OE+R 3,888.OR� 8,051.7Ri <br />Mn' Phi....lUlowabk = 70,73a.8 Mt 10,734.8 R�1 12,779.7R-N <br />Shear Force � this height a 0.0 Ds 4,763.B Ibs <br />Shea�.....Adual a p,�OMj �9.82p51 <br />SMef.....Albwabb = 93.11 pai 93.11 psi <br />Reber Lap Requirod ' 27•38 n 27.36 in <br />Rebar embedmeM iMo footlrg � 8�� �� <br />OIMr AcupbbN Slu� � Sp�elrq�: <br />Toe: N 5 Q 18.00 in or- t4Q 18.75 in, A5� 29.25 in, /6@ 41.25 in, t7� �8 <br />Heel:t 5� 18.75 in �or- f� 42.00 in, � 31.25 in,l8@ �8.25In, E7� �B <br />Key: No key defined or- No key defined <br />