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

• ,Use'menu item Settings>Printing&Titk- k Title Page: 2 • to set these five lines of information Job# Dsgnr: Date: 8 AUG 2017 for your program. Description.... This Wall in File:d:\sda archive\retainpro\7945.RPX RetainPro(c)1987-2015, Build 11.15.12.22 License:KW-06060593 Restrained Retaining Wall Code: IBC 2012,ACI 318-11,ACI 530-11 License To:STRUCTURAL DESIGN ASSOCIATES Footing Strengths&Dimensions 1 [Footing Design Results Pled Toe Width = 0.33 ft Toe Heel Width = 1.00 Factored Pressure = 988 2,135 psf Total Footing Width = 1.33 Mu': Upward = 59 113 ft-# Footing Thickness = 10.00 in Mu': Downward = 12 71 ft-# Key Width = 0.00 in Mu: Design = 47 -42 ft-# Key Depth = 0.00 in Actual 1-Way Shear = 0.59 2.62 psi Key Distance from Toe = 0.00 ft Allow 1-Way Shear = 75.00 75.00 psi fc = 2,500 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pcf Min.As% = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in Summary of Forces on Footing : Slab RESISTS sliding,stem is PINNED at footing Forces acting on footing soil pressure (taking moments about front of footing to find eccentricity) Surcharge Over Heel = 30.0lbs 1.16 ft 34.9ft-# Axial Dead Load on Stem = 441.0lbs 0.66 ft 292.5ft-# Soil Over Toe = 18.2Ibs 0.17 ft 3.0ft-# Adjacent Footing Load = lbs ft ft-# Surcharge Over Toe = lbs ft ft-# Stem Weight = 800.0 lbs 0.66 ft 530.7ft-# Soil Over Heel = 275.0lbs 1.16 ft 319.9ft-# Footing Weight = 166.3lbs 0.67 ft 110.6ft-# Total Vertical Force = 1,730.4 lbs Moment = 1,291.6ft-# Net Mom.at Stem/Ftg Interface= -140.8 ft-# Allow.Mom.@ Stem/Ftg Interface= 2,645.1 ft-# Allow.Mom.Exceeds Applied Mom.? Yes Therefore Uniform Soil Pressure= 1,301.1 psf Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. 69