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: : 3-31-2022 (425) 450-4075 Sheet No.: Description: Site retaining wall Page 2 STABILITY CHECK AND SOIL BEARING Service load Case 1, 1.OD + 1.OH Driving Force = 0.98 kips Overturning Moment = 2.27 ft-kips Resisting Force = 1.57 kips Resisting moment = 8.96 ft-kips S.F. Sliding = 1.60 S.F. Overturning = 3.95 Soil Bearing, Left = 1,020.57 psf Soil Bearing, right = 481.10 psf Service load Case 2, 1.OD + 1.0L + 1.OH Driving Force = 0.98 kips Overturning Moment = 2.27 ft-kips Resisting Force = 1.57 kips Resisting moment = 8.96 ft-kips S.F. Sliding = 1.60 S.F. Overturning = 3.95 Soil Bearing, Left = 1,020.57 psf Soil Bearing, right = 481.10 psf Service load Case 3, 1.OD + 0.6W + 1.OH Driving Force = 0.98 kips Overturning Moment = 2.27 ft-kips Resisting Force = 1.57 kips Resisting moment = 8.96 ft-kips S.F. Sliding = 1.60 S.F. Overturning = 3.95 Soil Bearing, Left = 1,020.5.7 psf Soil Bearing, right = 481.10 psf Service load Case 4, 1.0D + 0.7E + 1.OH Driving Force = 1.33 kips Overturning Moment = 3.34 ft-kips Resisting Force = 1.57 kips Resisting moment = 8.96 ft-kips S.F. Sliding = 1.17 S.F. Overturning = 2.68 .,, Soil Bearing, Left = 1,338.38 psf Soil Bearing, right = 163.29 psf LRFD SOIL BEARING FOR FOOTING DESIGN LRFD load Case 1, 1.4D + 1.6H Driving Force = 1.57 kips Overturning Moment = 3.63 ft-kips Resisting Force = 2.19 kips Resisting moment = 12.54 ft-kips S.F. Sliding = 1.40 S.F. Overturning = 3.46 Soil Bearing, Left = 1,563.08 psf Soil Bearing, right = 539.25 psf LRFD load Case 2, 1.2D + 1.6L + 1.6H Driving Force = 1.57 kips Overturning Moment = 3.63 ft-kips Resisting Force = 1.88 kips Resisting moment = 10.75 ft-kips S.F. Sliding = 1.20 S.F. Overturning = 2.96 Soil Bearing, Left = 1,493.26 psf Soil Bearing, right = 308.74 psf LRFD load Case 3, 1.2D + 1.0W + 1.0L + 1.6H Driving Force = 1.57 kips Overturning Moment = 3.63 ft-kips Resisting Force = 1.88 kips Resisting moment = 10.75 ft-kips S.F. Sliding = 1.20 S.F. Overturning = 2.96 Soil Bearing, Left = 1,493.26 psf Soil Bearing, right = 308.74 psf LRFD load Case 4, 1.2D + 1.0E + 1.0L + 1.6H Driving Force = 2.07 kips Overturning Moment = 5.16 ft-kips Resisting Force = 1.88 kips Resisting moment = 10.75 ft-kips S.F. Sliding = 0.91 S.F. Overturning = 2.08 Soil Bearing, Left = 1,960.02 psf Soil Bearing, right = 0.00 psf