Laserfiche WebLink
UltraWall <br /> Project: Glenwood Wall __- <br /> Location: 4841 Glenwood Avenue, Everett F - <br /> Designer: KMW I *FL <br /> Date: 8/21/2019 1 I <br /> II <br /> Section: Section 1 `• 1 .-�I - , V <br /> Design Method: NCMA_09_3rd_Ed i <br /> Design Unit: UltraBlock + I 7.1` - <br /> , <br /> Seismic Acc: 0.200 I- <br /> SOIL PARAMETERS cp coh y • - I <br /> Retained Soil: 30 deg 0 psf 125 pcf Emi <br /> Foundation Soil: 34 deg 0 psf 125 pcf <br /> Leveling Pad: 40 deg 0 psf 130 pcf <br /> Crushed Stone <br /> Crushed Stone Interface is true, cp = 34deg <br /> GEOMETRY <br /> Design Height: 9.80 ft Live Load: 250 psf <br /> Wall Batter/Tilt: 0.0/5.70 deg Live Load Offset: 16.00 ft <br /> Embedment: 1.80 ft Live Load Width: 10 ft <br /> Leveling Pad Depth: 0.50 ft Dead Load: 0 psf <br /> Slope Angle: 18.0 deg Dead Load Offset: 2.0 ft <br /> Slope Length: 16.0 ft Dead Load Width: 0 ft <br /> Slope Toe Offset: 0.0 ft Leveling Pad Width: 5.92 ft <br /> Vertical b on Single Depth <br /> FACTORS OF SAFETY (Static/Seismic) <br /> Sliding: 1.50/ 1.125 Overturning: 1.50 / 1.125 <br /> Bearing: 2.00/ 1.5 <br /> • <br /> /‘,?(-) , <br /> UltraWall 5.0.18138 Pagel <br />