Laserfiche WebLink
Use menu item Settings>Printing&Title Block Title Page : 2 <br /> to set these five lines of information Job# Dsgnr: Date: 19 JAN 2017 <br /> for your program. Description.... <br /> This Wall in File:C:\Users\Chris\Desktop\retain pro.RPX <br /> n <br /> (c)1987-2015,Build 11.15.12.22 <br /> LiceCantilevered RetainWall Code: IBC 2012,ACI 318-11,ACI 530-11 <br /> Licensee:KUV-06060593 in <br /> License To:STRUCTURAL DESIGN ASSOCIATES <br /> Footing Dimensions & Strengths r Footing Design Results <br /> Toe Width = 1.75 ft Toe Hee! <br /> Heel Width = 2.50 Factored Pressure = 1,256 701 psf <br /> Total Footing Width = 4.25 Mu': Upward = 1,807 0 ft-# <br /> Footing Thickness = 12.00 in Mu': Downward = 377 1,791 ft-# <br /> Mu: Design = 1,430 1,791 ft-# <br /> Key Width = 0.00 in Actual 1-Way Shear = 9.40 17.14 psi <br /> Key Depth = 0.00 in Allow 1-Way Shear = 75.00 75.00 psi <br /> Key Distance from Toe = 0.00 ft Toe Reinforcing = #4 @ 12.00 in <br /> fc = 2,500 psi Fy = 40,000 psi Heel Reinforcing = #4 @ 18.00 in <br /> Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd <br /> Min.As% = 0.0018 Other Acceptable Sizes&Spacings <br /> Cover @ Top 2.00 @ Btm.= 3.00 in Toe: Not req'd: Mu<phi*5*lambda*sgrt(fc)*Sm <br /> Heel: Not req'd: Mu<phi*5*lambda*sgrt(fc)*Sm <br /> Key: No key defined <br /> Summa of Overturnin• & Resistin• Forces & Moments , <br /> nss'R:3;;a:aarA'eatfn*xn„w+.%�'w�.::aNri�- sem.«. +.r'+y. ,...L„•;'..�.i`Yzr'E"t*.$tsure;*(^s -s:aY4S"}p 'tf d.i&r't;3,'K.'d1;;'i.`»t',�"h S'@n9.:an... ....e,K=... :f%E;#+ .4.'.0 '.i'.1.,,'.3,;�nL.�."X d.:m.,, :.c,i9.^+rh,',rs ri e6Pw..L Ai.-ii^Smafi;axz.� <br /> OVERTURNING RESISTING <br /> Force Distance Moment Force Distance Moment <br /> Item lbs ft ft-# lbs ft ft-# <br /> Heel Active Pressure = 739.4 2.17 1,602.0 Soil Over Heel = 1,109.2 3.33 3,697.2 <br /> Surcharge over Heel = 206.8 3.25 672.2 Sloped Soil Over Heel = <br /> Surcharge Over Toe = Surcharge Over Heel = 183.3 3.33 611.1 <br /> Adjacent Footing Load = Adjacent Footing Load = <br /> Added Lateral Load = Axial Dead Load on Stem= 200.0 2.08 416.7 <br /> Load @ Stem Above Soil= *Axial Live Load on Stem = 400.0 2.08 833.3 <br /> = Soil Over Toe = 0.88 <br /> Surcharge Over Toe = <br /> Total 946.2 O.T.M. 2 274.1 Stem Weight(s) = 600.0 2.08 1,250.0 <br /> Earth @ Stem Transitions= 201.7 2.58 521.0 <br /> = = Footing Weight = 637.5 2.13 1,354.7 <br /> Resisting/Overturning Ratio = 3.45 Key Weight = <br /> Vertical Loads used for Soil Pressure= 3,331.7 lbs Vert. Component = <br /> Total= 2,931.7 lbs R.M.= 7,850.7 <br /> *Axial live load NOT included in total displayed,or used for overturning <br /> resistance, but is included for soil pressure calculation. <br /> Vertical component of active lateral soil pressure IS NOT considered in <br /> the calculation of Sliding Resistance. <br /> Vertical component of active lateral soil pressure IS NOT considered in <br /> the calculation of Overturning Resistance. <br /> Tilt <br /> Horizontal Deflection at Top of Wall due to settlement of soil <br /> (Deflection due to wall bending not considered) <br /> Soil Spring Reaction Modulus 250.0 pci <br /> Horizontal Defl©Top of Wall(approximate only) 0.039 in <br /> The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, <br /> because the wall would then tend to rotate into the retained soil. <br /> ll G�' <br />