3121 LOMBARD AVE A 2016-01-01 MF Import

-. TiUe: j , Job 8 � Dsgor: i Date: 330C�,v1, .^.5 OCT OS DescriPtion: i �U�.4i9, �1✓ 1-�� :lJ(/ L s�o�: ' �� , ___ Code R�f ACI 37&-02_1 7 BC.20(1.9 I C, 3 N 5 _ i Rev. 580014 t P2ge �� ,��.�a�seo.,-oe=-z�3 Restrained Retaining Wali De�gn � � �c�1983-2003 ENERCALC En3��cennB Sa!nvara Description -- _ - --- - --- CAteria [ l Soll DaW � ' Footing Strengths 8 Dimensions � .W_...__-r.��==...-� Refained tieight = B.00 ft Allow Soil Bearing = 1.500.0 psf fc = 2,500 psi Fy = 40,000 psi Wall height above soil = O.00fl Equivalenl Fluid Pressure Meinod Min.As°/, = 0.0074 Total Wall Height = O.00 ft Heel Active Pressure = 55.0 Tce Width -= 1.W R ToeAIXivePressure = 0.0 ��yy�� _ �,5p Top Support Heighl = 8.00 ft Passive Pressure = 300.0 Tolal FoWng Width = --�.56- Siope Br.hind Wall - 0.00: t Footing��Soil Fnction = 0.300 Footing Thidcness = 12.00 in Height ot Soil over Tce = 0.00 in Soil hei ht to i nore Key Widlh = 0.00 in 710.00 pd for assive yressure = 0.0�in Key Depth 0.00 in Soil Density = p p Key Distance from Tce = 0.00 ft Wind on Stem = 0.0 psf Caver Q Top = 3.00 in @ Btm.= 3.00 in De�si,gn Summary �rConcrete Stem Const;uction ,�� �� Total B��aring Load = 1,869 Ibs Thickness = 8.00 in Fy = 40,000 psi ...resultant ecc. = 4.34 in yyall Weght = 96J pcf Pc = 2,SOOpsi Soil Pressure @ Toe = 99 psf OK ��em is FREE to rotate al top ot footing Soil Pressure @ Heel = 1,396 psf OK Allowable = 7,500 Psf Mmax Between Soil Pressure Less Than Allowable @ Top Support Top 8 Base @��of Wall ACI Faclored @ Toe = 139 psf Stem O�c Stem OK Stem OK ACI Factorrd Q Neel = 7,955 psf Desip�helght = B.O:i�' 3.37 ft 0.00 R Fooling Shear�Toe = 2.9 psi OK Rebar Size � _ # 4 # 4 # 4 Fooling Shear @ Heel = 11.8 psi OK Rebar Spacing = 10.00 in 10.00 in 10.W in Allowable = 85.0 psi Rebar Placed at = Center Edge Edae Reactlon at Top = 586.7 Ibs Rebar Deplh 'd' = 4.00 in 7.50 in 4.50 in Reactlon at Bottom = 7,690.8 Ibs pey(0n Oata }plFg+falFa = 0.000 0.583 0.000 Sliding Calcs Slab Res�sts All Slitling I Mu...Adual = 0.0 ft-# 3.071.0 ft-# D.Oft-C Laterol Sliding Forc» = 1,640.8 Ibs Mn'Phi....Atlowable = 2,744.1 ft-# 5,Ni4.1 ft-fi 3,104.1 f4it Shear Force Q this heighl = 997.31bs 1,994.71bs Shear.....Actual = 20.78psi 36.94psi Shear....Allowable = 85��psi 85.00p:i Footing Desigrt nesults Rebar Lap Required = 72.48 in 12.48 in � �T� ' oe eel Rebnrembedmantintofooting = 6.DOin Fcdored Pressure = �� 1,955 psf p�er Acceptable Sizes 8 Spae(ngs: AAu':Upw:.id = 190 0 R-# Tce: None SpeCd -or- Not mqd,Ma<S'Fr Mu':Dcwnward = 105 501 ftaF Heel:No�Spec'd �or- Nol req'd,Mu<S'Fr Mu: Design = B5 507 fl-# Key: No key defined -or- No key defined Actual 1-Way Shear = 2.86 11.78 psi Allow 1•Way Shear = 85.00 85.00 psi Summa of Porces on Footin : Slab RESISTS sliding,stem is PINNED at footin Forces actinp on footing soil pressure s C��1 i � (taking moments aboul front of fonting to find eccentndty) ��1 �W�SH Ci�,� Surcharge Over Heel = Ibs ft fl-# � �O !�, .i �.. Axial Dead Load an Stem = Ibs R ft# U r Cj. 1� \s SoilOverTce = Ibs ft ft-iF y � � So SumhargeOverTce = Ibs ft ft-# � Slem Weight = 773.31bs 1.33 4 1,031.ift# 6f ' Soil Ove�Heel = 733.31bs 2.08 fl 1,527.8ft-iF .a ��' Footing Weighl = 362.51bs 1.25 ft 453.ift-# 't'0 R��;�EO `w�` � Total VerUwl Force = 7,869.21bs Moment = 3,012.Oft-# �5�� Net Moment Used Por Soil Pressure Calcul2tions -675.6 ft-# _ � ��- Fxauie:, '•�� 1