2110 HEWITT AVE 2024-02-12 - Laserfiche WebLink

Project Name/Number:7673-220426 RetainPro(c)1987-2019, Build 11.20.03.31 License:KW-06060593 Restrained Retaining Wall Code: IBC 2018,ACI 318-14,TMS 402-16 License To:STRUCTURAL DESIGN ASSOCIATES Concrete Stem Rebar Area Details Top Support Vertical Reinforcing Horizontal Reinforcing As(based on applied moment): 0.0025 in2/ft (4/3)*As: 0.0034 in2/ft Min Stem T&S Reinf Area 2.592 in2 200bd/fy:200(12)(6)/60000: 0.24 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.288 in2/ft 0.0018bh:0.0018(12)(12): 0.2592 in2/ft Horizontal Reinforcing Options: One layer of: Two layers of: Required Area: 0.2592 in2/ft #4@ 8.33 in #4@ 16.67 in Provided Area: 0.31 in2/ft #5@ 12.92 in #5@ 25.83 in Maximum Area: 1.3005 in2/ft #6@ 18.33 in #6@ 36.67 in Mmax Between Ends Vertical Reinforcing Horizontal Reinforcing As(based on applied moment): 0.3922 in2/ft (4/3)*As: 0.523 in2/ft Min Stem T&S Reinf Area 1.384 in2 200bd/fy:200(12)(6)/60000: 0.24 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.288 in2/ft 0.0018bh:0.0018(12)(12): 0.2592 in2/ft Horizontal Reinforcing Options: One layer of: Two layers of: Required Area: 0.3922 in2/ft #4@ 8.33 in #4@ 16.67 in Provided Area: 0.44 in2/ft #5@ 12.92 in #5@ 25.83 in Maximum Area: 1.3005 in2/ft #6@ 18.33 in #6@ 36.67 in Base Support Vertical Reinforcing Horizontal Reinforcing As(based on applied moment): 0 in2/ft (4/3)*As: 0 in2/ft Min Stem T&S Reinf Area 1.208 in2 200bd/fy:200(12)(6)/60000: 0.24 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.288 in2/ft 0.0018bh:0.0018(12)(12): 0.2592 in2/ft Horizontal Reinforcing Options: One layer of: Two layers of: Required Area: 0.2592 in2/ft #4@ 8.33 in #4@ 16.67 in Provided Area: 0.31 in2/ft #5@ 12.92 in . #5@ 25.83 in Maximum Area: 1.3005 in2/ft #6@ 18.33 in #6@ 36.67 in Footing Strengths&Dimensions I Footing Design Results Toe Width = 1.50 ft Toe eel Heel Width = 1.50 Factored Pressure = 0 2,399 psf Total Footing Widtl• = 3.00 Mu':Upward = 184 280 ft-# Footing Thickness = 10.00 in Mu':Downward = 169 196 ft-# Key Width = 12.00 in Mu: Design = 15 -85 ft-# Key Depth = 0.00 in Actual 1-Way Shear = 0.25 3.33 psi Key Distance from Toe = 2.00 ft Allow 1-Way Shear = 75.00 75.00 psi fc = 2,500 psi Fy = 40,000 psi Other Acceptable Sizes&Spacings: Footing Concrete Density = 150.00 pcf Toe:#5 @ 16.00 in -or- phiMn=phi'5'lambda'sqrt(fc)'Sm Min.As% = 0.0018 Heel:#5 @ 16.00 in -or- phiMn=phi'5'lambda'sgrt(fc)'Sm Cover @ Top = 2.00 in @ Btm.= 3.00 in Key: Slab Resists Sliding -or- Slab Resists Sliding-No Force on Min footing T&S reinf Area 0.65 in2 Min footing T&S reinf Area per foot 0.22 in2 /it If one layer of horizontal bars: If two layers of horizontal bars: #4@ 11.11 in #4@ 22.22 in #5@ 17.22 in #5@ 34.44 in #6@ 24.44 in #6@ 48.89 in