3623 HOYT AVE 1-3 2020-06-17 - Laserfiche WebLink

Use menu item Settings>Printing&Title Block Title THE SIDHU PROPERTY Page: ``; to set these five lines of information 7 Job# #7945 Dsgnr: Dmitriy Date:-29 NOV 2016" -. for your program. - - Description.... This Wall in File:c:\documents and settings\clinton\my documents\retainpro 10 project files17945.rp RetainPro 10(c)1987-2014, Build 10.14.10.31 - License:KW-06060593 Cantilevered RetainingWall Design Code: IBC 2012,ACI 318-11,ACI 530-11 License To:STRUCTURAL DESIGN ASSOCIA Footing Dimensions& Strengths I F Footing Design Results - Toe Width = 2.00 ft Toe Heel Heel Width = 2.75 Factored Pressure = 1,671 636 psf Total Footing Width = 4.75 Mu': Upward = 3,052 1,709 ft-# Footing Thickness = 10.00 in Mu':Downward = 516 2,643 ft-# Mu: Design = 2,536 935 ft-# Key Width = 8.00 in Actual 1-Way Shear = 23.28 8.22 psi Key Depth = 12.00 in Allow 1-Way Shear = 75.00 75.00 psi Key Distance from Toe = 2.20 it Toe Reinforcing = #5 @ 14.00 in fc = 2,500 psi Fy = 60,000 psi Heel Reinforcing = None Spec'd Footing Concrete Density = 150.00 pcf Key Reinforcing = #5 @ 14.00 in Min.As% = 0.0018 Other Acceptable Sizes&Spacings Cover @ Top 2.00 @ Btm= 3.00 in Toe: #4@ 11.11 in,#5@ 17.22 in,#6@ 24.44 in,#7@ 33.33 in,#8@ 43.89 in,#9@ 5 Heel:Not req'd,Mu<S*Fr Key: #4@ 14.14 in,#5@ 21.78 in,#6@ 30.81 in,#7@ 41.92 in, Ilia=of Overturnin• & Resistin• Forces & Moments .....OVERTURNING RESISTING Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 1,073 8 2.61 2,803.9 Soil Over Heel = 1,604.2 3.71 5,948.8 Surcharge over Heel = 224 3 3.92 878.6 Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = 187.5 3.71 695.3 Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem= 441.0 2.33 1,029.0 Load @ Stem Above Soil= *Axial Live Load on Stem = 595.0 2.33 1,388.3 = Soil Over Toe = 146.7 1.00 146.7 Surcharge Over Toe = Total 1,298 1 O.T.M. 3,682.4 Stem Weight(s) = 700.0 2.33 1,633.3 Earth @ Stem Transitions= = Footing Weighs = 593 8 2.38 1,410.2 Resisting/Overturning Ratio = 3.02 Key Weight = 100.0 2.53 253.3 Vertical Loads used for Soil Pressure= 4,368.1 lbs Vert.Component = Total= 3,773.1 lbs R.M.= 11,116.6 *Axial live load NOT included in total displayed or used for overturning resistance,but is included for soil pressure calculation. Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl @ Top of Wall(approximate only) 0.055 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe. Decause,the wall_would then tend to rotate into the retained soil.