The URL can be used to link to this page

Specifications Title Block Line"' Project Title: 'M ^Tl�15S- -YrkManthange this area Engineer: Project ID: ^� using the Settings 4 menu item Protect Descr: , S j M� d CSU and then using the Printing& Title Block'selection. Title Block Line 6 k2 Fact=F�L1r .21818ecfi 1 Cafl#fhev gyred `tr talnrn ''ail Fit-1121s11&1tr cul L # KW4E80414%0 ,s - ENERChlt,INC.1933-2017 Bu 617 329 Ver17 6, .3.31 1 j..,T 3-i er see,i_rel FEnkgineenckg IUt-C-: Description: RS 2 CALL -1 Soil Data Criteria _ Calculations per ACI 31�14, ACI 530-11,IBC X15, Retained Height = 10.00 ft Allow Soil Bearing = 1,500.0 psf CSC 2016°ASCE 7-10 Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method Slope Behind Wall - 0.00:1 Heel Active Pressure = 35.0 psf/ft Height of Soil over Toe = 0.00 in Toe Active Pressure = 30.0 psi/ft Q r% - ' 389.0 psflft Water height over heel = 0.0 ft Passive Pressure = l , ' Vertical component of active Soil Density,Heel = 110.00 r+ Lateral soil pressure options: j L!L �' C` 2018 Soil NOT USED for Sal Pressure. Density,Toe = 110.00 pts NOT USED for Sliding Resistance. Friction Coeff biwn Fig&Soil = 0.400 NOT USED for Overturning Resistance. Soil Dight to ignore 3 ;, ,,, . for passive pressure = 12.00 in Surcharge Loads ting _--------_ ___--_ -__-- Lateral Load-Applied to Stem - Adjacent Footing Load Latera(Load ----- __._-- --_Surcharge Over Heel = 0.0 psf = 0.0 plf Adjacent Footing Load = 0.0 lbs Used To Resist Sliding&Overturning .Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding&Overturning Wal!to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem Footing Type Line Load Axial Dead Load - 350.0 lbs Base Above/Below Soil 0.0 ft Axial Live Load = 0.0 lbs Wind on Exposed Stem = 0.0 psf Back of Wall Axial Load Eccentricity = 0.0 in Poisson's Ratio = 0.300 -_ - -- ----__tint-- ------------- Design Summar _-- Stem Construction T Sten - - Wall Stability Ratios Design Height Above Ftg ft= Sliding =Overturning 1.50 OK Ht' Wall Material Above" Concrete :::-> 0 . (2 Slab Resists All SlidingThickness in= 10.00 •r Rebar Size - # 5 HAI-142z t Total Bearing Load = 2,392 lbs Rebar Spacing in= 12.00 ...resultant ecc. = 1634 in Rebar Placed at = User Spec Dab Soil Pressure Toe = 1,026 psi OK fliiFDesign a+ _ tie Good ---- .1Z-..f:f_ Soil Pressure @ Heel = 0 psi OK = Allowable = 1,500 Total Force @ Section lbs= 2,800.0 Solt Pressure Less Than Allowable Psi Moment....ActUal ft-I= 9,333.3 ACI Factored @ Toe = 1,231 psf Moment.....Allowable ft-I= 10,649.7 ACI Factored @ Heel = 0 psf ShearActual psi= 29.2 Footing Shear @ Toe = 28.1 psi OK Shear Allowable psi= 75.0 Footing Shear @ Heel = 0.0 psi OK Wall Weight pef= 125.0 Allowable = 75.0 psi Rebar Depth 'd' in= 8.00 Sliding Calcs Slab Resists All Sliding! Lap splice if above in= 12.00 Lateral Slicing Force = 2,043.4 lbs ! splice if below in= 9.14 Hook embed into footing in= 9.14 Concrete Data _ ------_- .. fc psi= 2,500.0 Fy psi= Load Factors -----___ Dead Load 1.200 Live Load 1.600 Earth,H 1.600 Wind,W 1.600 Seismic,E 1.000 Title Block Line 1 Project Title: You carrchange this area Engineer: Project ID: . using the°Settings'menu item Project Descr: and then using the"Printing& Title Block'selection. Title Block line 6 F,,n;c,;z4,1n; ,8 1143,.',1 Cantil =red * -, lit tng 'i\ail Fib-RUQBFIL 1‘218118-tICALCUI 4'2181188c6 3 ENERCALC INC 1983-2017 Build.6.17.3.29 Ver617 3 31 lit.*« t05 1'rTIO' ' '' ',- .'" ' a, +4 t ensee 7'!' mmeI tngit7$e1ing 1- c Description: RS 2 CALC Footing Dimensions&Strengths Footing Design Results Toe Width = 5.00 ft - - Toe Heel .._, Heel Width = 0,83 Factored Pressure - 1,231 0 psf Total Footing Width = 5.83 Mu':Upward = 10,256 0 ft-lb Footing Thickness = 10.00 in Mu':Downward = 1,875 0 ft-lb J U i_ c L, 2 015 Width = 0.00 in Key Mu: Design = 8,381 0 ft-lb = 0.00 in Actual 1-Way Shear = 28.15 0.00 psi I_C, Key Depth Key Distance from Toe = 0.00 Allow 1-Way Shear = 75.00 0.00 psi , : Toe Reinforcing = #4 @ 16.00 in ft = 2,500 psi Fy = 60,000 psi Heel Reinforcing = #4 @ 16.00 in Footing Concrete Density - 150.00 pcf Key Reinforcing = None Spec'd Min.As% = 0.0018 Other Acceptable Sizes&Spacings Cover @ Top 2.00 @ Btm.= 3.00 in Toe: #4@ 8.00 in,#5@ 12.50 in,#6@ 17.50 in,#7@ 24.00 in,#8@ 31.50 in,#9@ 39 Heel: Not req'd,Mu< *Fr Key: No key defined Summa ---' �of Overtarrning&Resisting Forces&Moments .....OVERTURNING RESISTING.... Force Distance Moment Force Distance Moment item - - lbs ft ft-lb lbs ft ft-Ib Heel Active Pressure = 2,053.8 3.61 7,416.6 Soil Over Heel = 5.83 Surcharge over Heel = Sloped Soil Over Heel = Toe Active Pressure = -10.4 0.28 -2.9 Surcharge Over Heel = Surcharge Over Toe = Adjacent Footing Load = Adjacent Footing Load - Axial Dead Load on Stem = 350.0 5.42 1,895.8 Added Latera Load - *Axial Lave Load on Stem = Load @ Stem Above Soil = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = 1,312.5 5.42 7,109.4 Earth @ Stem Transitions = Total = 2,043.4 O.T.M. = 7,413.7 Footing Weight = 729.2 2,92 2,126.7 Resisting/Overturning Ratio = 1.50 Key Weight = Vertical Loads used for Soil Pressure= 2,391.7 lbs Vert.Component = Total= 2,391.7 lbs R.M.= 11,131.9 *Axial live load NOT inclin ttal displayed, used for overturning resistance,but is Inducted for soilpressure calculation.