6408 BEVERLY BLVD 2025-04-11 - Laserfiche WebLink

r Project Narne/Number:retain pro Use menu item Settings> Printing&Title Block Title 964978' Page: 2 to set these five lines of information Dsgnr: chris Date: 15 SEP 2022 for your program. Description.... This Wall in File:C:\Users\Chris\Desktop\retain pro RPX RetainPro(c)1987-2016, Build 11.18.12.04 License:KW-06060593 Cantilevered Retaining Wall Code: IBC 2012,ACI 318-11,AC1530-11 License To:STRUCTURAL DESIGN ASSOCIATES Concrete Stem Rebar Area Details Bottom Stem Vertical Reinforcing Horizontal Reinforcing As(based on applied moment): 0.2213 in2/ft (4/3)*As: 0.295 in2/ft Min Stem T&S Reinf Area 1.536 in2 200bd/fy:200(12)(6.25)/40000: 0.375 in2/ft Min Stem T&S Reinf Area per ft of stem Height: 0 192 in2/ft 0.0018bh:0.0018(12)(8): 0.1728 in2/ft Horizontal Reinforcing Options: ---------= One layer of: Two layers of: Required Area. 0.295 in2/ft #4@ 12.50 in #4@ 25,00 in Provided Area: 0.3 in2/ft #5@ 19.38 in #5@ 38.75 in Maximum Area: 1,27 in2/ft #6@ 27.50 in #6@ 55 00 in Footing Dimensions&Strengths 1 1 Footing Design Results Toe Width = 1.75 ft Toe Heel Heel Width = 1.75 Factored Pressure = 2,310 721 psf Total Footing Width = 3.50 Mu': Upward = 3,131 0 ft-# Footing Thickness = 12.00 in Mu': Downward = 475 687 ft-# Mu: Design = 2,657 687 ft-# Key Width - 0.00 in Actual 1-Way Shear = 17.78 10:56 psi Key Depth = 0.00 in Allow 1-Way Shear - 75.00 40.00 psi Key Distance from Toe = 0.00 ft Toe Reinforcing = #4 @ 7.99 in fc = 2,500 psi Fy = 40,000 psi Heel Reinforcing = #4 @ 9.99 in Footing Concrete Density = 150,00pcf Key Reinforcing = None Spec'd Min As% = 0.0018 Other Acceptable Sizes&Spacings Cover©Top 2.00 ©Btm= 3.00 in Toe: #4@ 9.25 in,#5@ 14.34 in,#6@ 20.36 in,#7@ 27.77 in,#8@ 36.56 in,#9@ 46 Heel: Not req'd:Mu<phi*5*lambda"sgrt(fc)`Sm Key: No key defined Min footing T&S reinf Area 0.91 in2 Min footing T&S reinf Area per foot 0.26 in2 /ft If one layer of horizontal bars: If two layers of horizontal bars: #4@ 9.26 in #4@ 18.52 in #5@ 14.35 in #5@ 28.70 in #6@ 20.37 in #6@ 40.74 in Sim-unary of Overturning& Resis� Forces& Moments . j OVERTURNING RESISTING Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 1,264.4 2.83 3,582.4 Soil Over Heel = 893.8 2 96 2,644.0 Surcharge over Heel = Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem= 1,500 0 2 08 3,125 0 Load @ Stem Above Soil= *Axial Live Load on Stem = 1,000 0 2 08 2,083 3 = Soil Over Toe = 0 88 Surcharge Over Toe = 70 0 0-88 61 3 Total 1,264 4 O.T.M. 3,582.4 Stem Weight(s) = 800.0 2 08 1,666 7 Earth @ Stem Transitions= = = Footing Weight = 525.0 1 75 918 8 Resisting/Overturning Ratio = 2.35 Key Weight = Vertical Loads used for Soil Pressure= 4,788.8 lbs Vert.Component - Total= 3,788 8 lbs R.M.= 8,415 7 Axial live load NOT included in total displayed or used for overturning resistance, but is included for soil pressure calculation, Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. 24 135