10031 19TH PL W 2019-06-11 - Laserfiche WebLink

Title Block Line 1 Project Title: ' You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: ' and then using the"Printing& Title flock"selection. Title Block Line 6 Printed 9 JUN 2017,5:20PM Cantilevered Retainin Wall File=c:\UserslOwner\Desktop\Projects120171newlret-wall.ec6 g ENERCALC,INC.1983-2017,Build:6.17.3.17,Ver:6.17.3.17 Lic.#:KW-06003603 Licensee:REED&ASSOCIATES Description: 5-6" Criteria Soil Data • Calculations per ACI 318-14, ACI 530.11,IBC 2015, Retained Height = 5.50 ft Allow Soil Bearing = 2,000.0 psf CBC 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 psf/ft Water height over heel = 0.0 ft Passive Pressure = 200.0 psf/ft Vertical component of active Soil Density,Heel = 110.00 pcf Lateral soil pressure options: Soil Density,Toe = 110.00 pcf NOT USED for Soil Pressure. Friction Coeff btwn Ftg&Soil = 0.400 NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. Soil height to ignore for for passive pressure = 12.00 in Surcharge Loads Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 0.0 psf ' Lateral Load = 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 Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem Footing Type Line Load Axial Dead Load = 400.0 lbs Base Above/Below Soil = 0.0 ft Axial Live Load = 650.0 lbs Wind on Exposed Stem = 0.0 psf at Back of Wall Axial Load Eccentricity = 0.0 in Poisson's Ratio = 0.300 • Design Summary Stem Construction Top Stem 2nd 3rd Stern OK Stem OK Stem OK Wall Stability Ratios Design Height Above Ftg ft= 5.33 3,33 0.00 Overturning = 1.57 OK Wall Material Above"Ht" = Concrete Concrete Concrete Sliding = 0.81 OK Thickness in= 8.00 8.00 8.00 Slab Resists All Sliding! • Rebar Size = # 5 # 5 # 4 Total Bearing Load = 2,133 lbs Rebar Spacing ' in= 32.00 16.00 12.00 ...resultant ecc. = 2.98 in Rebar Placed at = Edge Edge Edge Design Data • Soil Pressure @ Toe = 1,575 psf OK fb/FB+fa/Fa = 0.000 0.016 0.425 Soil Pressure @ Heel = 320 psf OK Total Force @ Section lbs= 0.8 131.8 847.0 Allowable = 2,000 psf Moment....Actual ft-I= 0.0 95.4 1,552.8 Soil Pressure Less Than Allowable ACI Factored @ Toe = 2,083 psf Moment Allowable ft-1= 3,147.1 6,114.9 3,655.6 ACI Factored @ Heel = 424 psf Shear Actual psi= 0.0 1.8 11.3 Footing Shear @ Toe = 15.2 psi OK Shear Allowable psi= 67,1 67.1 75.0 Footing Shear @ Heel = 3.2 psi OK Wall Weight psf= 100.0 100.0 100.0 Allowable = 75.0 psi Rebar Depth 'd' in= 6.19 6.19 6.25 Sliding Calcs Slab Resists All Sliding! Lap splice if above in= 12.00 12.00 12.00 Lateral Sliding Force 691.5 lbs Lap splice if below in= 12.00 12.00 6.00 Hook embed into footing in= 12.00 12.00 6.00 Concrete Data f'c psi= 2,000.0 2,000.0 2,500.0 Fy psi= 60,000.0 60,000.0 40,000.0 Load Factors Dead Load 1.200 Live Load 1.600 Earth,H 1.600 Wind,W 1.640 Seismic,E 1.000