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

. Title Block Line 1Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: • and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:9 JUN 2017.5119PM Cantilevered Retainin Wall File=c:\Users\Owner\Desktop\Proiects12017\newlret-wall.ec6 g ENERCALC,INC.1983-2017,Build:6.17.3.17,Ver:6.17.3.17 Lic.#:KW-06003603 Licensee:REED&ASSOCIATES Description: 7'-6" • Criteria Soil Data Calculations perAC1 318-14, ACI 530-11,IBC 2015, Retained Height = 7.50 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 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 = 450.0 lbs BaseatBack of Wall l ll Soil = 0.0 ft Axial Live Load = 750.0 lbs Wind on Exposed Stem = 0.0 psf at of Wall Axial Load Eccentricity = 0.0 in Poisson's Ratio = 0.300 Design Summary Stem Construction Top Stem 2nd 3rd Stem OK Stem OK Bar Lap/Emb Wall Stability Ratios Design Height Above Ftg ft= 5.33 3.33 0.00 Overturning = 2.08 OK Wall Material Above"Ht" = Concrete Concrete Concrete Sliding = 0.78 OK Thickness in= 8.00 8.00 8.00 Slab Resists All Sliding! Rebar Size = # 5 # 5 # 4 Total Bearing Load = 3,188 lbs Rebar Spacing in= 32.00 16.00 9.00 ...resultant ecc. = 2.33 in Rebar Placed at = Edge Edge Edge Design Data Soil Pressure @ Toe = 1,029 psf OK fb/FB+fa/Fa = 0.030 0.111 0.553 Soil Pressure @ Heel = 565 psf OK Total Force @ Section lbs= 131.8 486.9 1,575.0 Allowable = 2,000 psf • Moment....Actual ft-I= 95.4 676.8 3,937.5 Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,331 psf Moment Allowable ft-I= 3,147.1 6,114.9 7,122.4 ACI Factored @ Heel = 731 psf Shear Actual psi= 1.8 6.6 21.0 Footing Shear @ Toe = 26.0 psi OK Shear Allowable psi= 67.1 67.1. 75.0 Footing Shear @ Heel = 10.6 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 1,204.9 lbs Lap splice if below in= 12.00 12.00 8.40 Hook embed into footing in= 12.00 12.00 8.40 Concrete Data - fc psi= 2,000.0 2,000.0 2,500.0 Fy psi= 60,000.0 60,000.0 60,000.0 Load Factors Dead Load 1200. Live Load 1.600 Earth,H 1.600 Wind,W 1.600 Seismic,E 1.000