7800 EVERGREEN WAY HYUNDAI 2025-08-05

SHUTLER CONSULTING ENGINEERS, INC. Job Name : Lee Johnson Hyundai Structural Engineers Job No. . 12503 Bel-Red Road, Suite 100 Engr: : jch Bellevue, Washington 98005 Date: : 2-25-2022 (425) 450-4075 Sheet No. : Description: Page 2 FOOTING SHEAR Footing Thick- d Beam Shear (Kips) Punching Shear (Kips) Bo Size ness (in.) Vu Phi Vc Vu Phi Vc (in.) F - 3.00 10.00 5.50 8.80 16.27 32.59 50.61 56.00 F - 3.50 10.00 5.50 14.00 18.98 46.46 50.61 56.00 F - 4.00 11.00 6.50 18.84 25.63 61.60 64.08 60.00 F - 4.50 12.00 7.50 24.40 33.27 78.81 78.87 64.00 F - 5.00 14.00 9.50 28.89 46.83 97.07 112.39 72.00 F - 5.50 15.00 10.50 35.69 56.94 118.37 131.12 76.00 F - 6.00 16.00 11.50 43.20 68.03 141.75 151.17 80.00 F - 6.50 17.00 12.50 51.42 80.10 167.20 172.53 84.00 F - 7.00 18.00 13.50 60.36 93.17 194.73 195.21 88.00 F - 7.50 20.00 15.50 67.33 114.61 222.93 244.50 96.00 F - 8.00 21.00 16.50 77.51 130.14 254.55 271.12 100.00 F - 8.50 22.00 17.50 88.40 146.65 288.24 299.06 104.00 F - 9.00 23.00 18.50 100.00 164.15 324.00 328.30 108.00 F - 9.50 25.00 20.50 108.93 192.00 360.15 390.75 116.00 F -10.00 26.00 21.50 121.78 211.97 400.00 423.94 120.00 FOOTING STEEL Footing Thick- d Design Steel Minimum Steel As Size ness (in.) Mu As (Temp steel) Provided F - 3.00 10.00 5.50 2.80 0.35 0.72 in.^2 0.88 F - 3.50 10.00 5.50 4.16 0.61 0.84 in.^2 0.88 F - 4.00 11.00 6.50 5.78 0.82 1.06 in.^2 1.23 F - 4.50 12.00 7.50 7.67 1.05 1.30 in.^2 1.33 F - 5.00 14.00 9.50 9.82 1.18 1.68 in.^2 1.77 F - 5.50 15.00 10.50 12.25 1.46 1.98 in.^2 2.21 F - 6.00 16.00 11.50 14.93 1.78 2.30 in.^2 2.41 F - 6.50 17.00 12.50 17.89 2.12 2.65 in.^2 3.01 F - 7.00 18.00 13.50 21.11 2.50 3.02 in.^2 3.09 F - 7.50 20.00 15.50 24.60 2.71 3.60 in.^2 3.61 F - 8.00 21.00 16.50 28.36 3.13 4.03 in.^2 4.21 F - 8.50 22.00 17.50 32.38 3.58 4.49 in.^2 4.71 F - 9.00 23.00 18.50 36.67 4.06 4.97 in.^2 5.41 F - 9.50 25.00 20.50 41.22 4.34 5.70 in.^2 6.01 F -10.00 26.00 21.50 46.05 4.87 6.24 in.^2 6.28