Loading...
HomeMy WebLinkAbout071912_-_Retaining_Wall_Calculations_-_11-099_Final_Calcs_071912CDP Wall Civil Design Professionals version 3.1.12186 Project: Candy Cove Location: Prior Lake, MN Designer: BTD Date: 7/19/2012 Section: wall 1 Design Method: NCMA_09_3rd_Ed Design Unit: ReCon SOIL PARAMETERS φ coh γ Retained Soil: 32 deg 0 psf 120 pcf Foundation Soil: 32 deg 0 psf 120 pcf Leveling Pad: Crushed Stone GEOMETRY Design Height: 5.33 ft Live Load: 50 psf Wall Batter/Tilt: 3.60/ 0.00 deg Live Load Offset: 0.00 ft Embedment: 1.33 ft Live Load Width: 4 ft Leveling Pad Depth: 1.00 ft Dead Load: 1300 psf Slope Angle: 0.0 deg Dead Load Offset: 4.0 ft Slope Length: 0.0 ft Dead Load Width: 100 ft Slope Toe Offset: 0.0 ft Leveling Pad Width: 6.00 ft Vertical δ on Single Depth FACTORS OF SAFETY Sliding: 1.50 Overturning: 1.50 Bearing: 2.00 RESULTS FoS Sliding: 1.59 (lvlpd) FoS Overturning: 2.31 Bearing 1278.49 FoS Bearing: 10.44 Name Elev.ka Pa Paq Paqd - PaC PaT FSsl (base of leveling pad)FoS OT TC 4.00 0.250 26 18 0 0 45 100.00 18.43 24 2.67 0.250 106 35 0 0 141 51.35 6.10 39 1.33 0.226 217 42 334 0 593 12.90 3.27 60 0.00 0.301 513 68 1295 0 1876 1.59 (1.76)2.31 Civil Design Professionals Page 1 CDP Wall Civil Design Professionals version 3.1.12186 Project: Candy Cove Location: Prior Lake, MN Designer: BTD Date: 7/19/2012 Section: wall 2 Design Method: NCMA_09_3rd_Ed Design Unit: ReCon SOIL PARAMETERS φ coh γ Retained Soil: 32 deg 0 psf 120 pcf Foundation Soil: 32 deg 0 psf 120 pcf Leveling Pad: Crushed Stone GEOMETRY Design Height: 5.33 ft Live Load:50 psf Wall Batter/Tilt: 3.60/ 0.00 deg Live Load Offset: 0.00 ft Embedment: 1.33 ft Live Load Width: 4 ft Leveling Pad Depth: 0.50 ft Dead Load:1000 psf Slope Angle: 0.0 deg Dead Load Offset: 4.0 ft Slope Length: 0.0 ft Dead Load Width: 100 ft Slope Toe Offset: 0.0 ft Leveling Pad Width: 4.25 ft Vertical δ on Single Depth FACTORS OF SAFETY Sliding:1.50 Overturning:1.50 Bearing:2.00 RESULTS FoS Sliding:1.93 (lvlpd) FoS Overturning:2.10 Bearing 1267.24 FoS Bearing:7.27 Name Elev.ka Pa Paq Paqd - PaC PaT FSsl (base of leveling pad)FoS OT TC 4.00 0.250 26 18 0 0 45 100.00 18.43 24 2.67 0.250 106 35 0 0 141 51.35 6.10 24 1.33 0.250 239 52 0 0 291 25.17 3.18 39 0.00 0.254 432 55 498 0 985 1.93 (1.99)2.10 Civil Design Professionals Page 1 CDP Wall Civil Design Professionals version 3.1.12186 Project: Candy Cove Location: Prior Lake, MN Designer: BTD Date: 7/19/2012 Section: wall 3 Design Method: NCMA_09_3rd_Ed Design Unit: ReCon SOIL PARAMETERS φ coh γ Retained Soil: 32 deg 0 psf 120 pcf Foundation Soil: 32 deg 0 psf 120 pcf Leveling Pad: Crushed Stone GEOMETRY Design Height: 5.33 ft Live Load:50 psf Wall Batter/Tilt: 3.60/ 0.00 deg Live Load Offset: 0.00 ft Embedment: 1.33 ft Live Load Width: 50 ft Leveling Pad Depth: 0.50 ft Dead Load:0 psf Slope Angle: 0.0 deg Dead Load Offset: 0.0 ft Slope Length: 0.0 ft Dead Load Width: 0 ft Slope Toe Offset: 0.0 ft Leveling Pad Width: 3.00 ft Vertical δ on Single Depth FACTORS OF SAFETY Sliding:1.50 Overturning:1.50 Bearing:2.00 RESULTS FoS Sliding:2.20 (lvlpd) FoS Overturning:1.98 Bearing 1039.55 FoS Bearing:7.71 Name Elev.ka Pa Paq Paqd - PaC PaT FSsl (base of leveling pad)FoS OT TC 4.00 0.250 27 17 0 0 43 100.00 19.29 24 2.67 0.250 107 33 0 0 140 51.91 6.19 24 1.33 0.250 239 52 0 0 291 25.17 3.18 24 0.00 0.250 426 68 0 0 494 2.20 (2.28)1.98 Civil Design Professionals Page 1 CDP Wall Civil Design Professionals version 3.1.12186 Project: Candy Cove Location: Prior Lake, MN Designer: BTD Date: 7/19/2012 Section: wall 4 Design Method: NCMA_09_3rd_Ed Design Unit: ReCon SOIL PARAMETERS φ coh γ Reinforced Soil: 32 deg 0 psf 120 pcf Retained Soil: 32 deg 0 psf 120 pcf Foundation Soil: 32 deg 0 psf 120 pcf Leveling Pad: Crushed Stone GEOMETRY Design Height: 5.33 ft Live Load: 50 psf Wall Batter/Tilt: 3.60/ 0.00 deg Live Load Offset: 0.00 ft Embedment: 1.33 ft Live Load Width: 4 ft Leveling Pad Depth: 1.00 ft Dead Load: 1400 psf Slope Angle: 0 deg Dead Load Offset: 4 ft Slope Length: 0 ft Dead Load Width: 100 ft Slope Toe Offset: 0 ft Base Friction: True FACTORS OF SAFETY Sliding: 1.50 Pullout: 1.50 Overturning: 2.00 Uncertainties: 1.50 Bearing: 2.00 Connection: 1.50 Shear: 1.50 Bending: 1.50 RESULTS FoS Sliding: 5.94 FoS Overturning: 25.63 Bearing 1547.11 FoS Bearing: 17.56 Total Pullout 11585 FoS Total Pullout 14.79 ID Height Length Geogrid.Ta TPa TPqll TPqdl TMax Tal/FS FS Ta PkConn/FS FS PO / [Tmax]FS slr [fndn] 3 4.00 13.00 5XT 2458 57 24 0 81 1639 30.42 420 14.04/[81]22.33 2 2.67 13.00 5XT 2458 102 16 0 117 1639 20.93 515 22.87/[117]14.89 1 1.33 13.00 5XT 2458 97 9 43 149 1639 16.55 611 31.32/[149]9.90 [5.94] Civil Design Professionals Page 1 CDP Wall Civil Design Professionals version 3.1.12186 Project: Candy Cove Location: Prior Lake, MN Designer: BTD Date: 7/19/2012 Section: wall 5 Design Method: NCMA_09_3rd_Ed Design Unit: ReCon SOIL PARAMETERS φ coh γ Reinforced Soil: 32 deg 0 psf 120 pcf Retained Soil: 32 deg 0 psf 120 pcf Foundation Soil: 32 deg 0 psf 120 pcf Leveling Pad: Crushed Stone GEOMETRY Design Height: 5.33 ft Live Load: 50 psf Wall Batter/Tilt: 3.60/ 0.00 deg Live Load Offset: 0.00 ft Embedment: 1.33 ft Live Load Width: 4 ft Leveling Pad Depth: 0.50 ft Dead Load: 1300 psf Slope Angle: 0 deg Dead Load Offset: 4 ft Slope Length: 0 ft Dead Load Width: 100 ft Slope Toe Offset: 0 ft Base Friction: True FACTORS OF SAFETY Sliding: 1.50 Pullout: 1.50 Overturning: 2.00 Uncertainties: 1.50 Bearing: 2.00 Connection: 1.50 Shear: 1.50 Bending: 1.50 RESULTS FoS Sliding: 2.99 FoS Overturning: 7.42 Bearing 1424.52 FoS Bearing: 11.13 Total Pullout 6792 FoS Total Pullout 9.00 ID Height Length Geogrid.Ta TPa TPqll TPqdl TMax Tal/FS FS Ta PkConn/FS FS PO / [Tmax]FS slr [fndn] 3 4.00 8.00 5XT 2458 57 24 0 81 1639 30.42 420 4.17/[81]16.09 2 2.67 8.00 5XT 2458 102 16 0 117 1639 20.93 515 9.27/[117]10.79 1 1.33 8.00 5XT 2458 97 9 40 146 1639 16.90 611 15.50/[146]7.11 [2.99] Civil Design Professionals Page 1 CDP Wall Civil Design Professionals version 3.1.12186 Project: Candy Cove Location: Prior Lake, MN Designer: BTD Date: 7/19/2012 Section: Wall 6, 7 Design Method: NCMA_09_3rd_Ed Design Unit: ReCon SOIL PARAMETERS φ coh γ Retained Soil: 32 deg 0 psf 120 pcf Foundation Soil: 32 deg 0 psf 120 pcf Leveling Pad: Crushed Stone GEOMETRY Design Height: 5.33 ft Live Load: 50 psf Wall Batter/Tilt: 3.60/ 0.00 deg Live Load Offset: 0.00 ft Embedment: 1.33 ft Live Load Width: 50 ft Leveling Pad Depth: 0.50 ft Dead Load: 0 psf Slope Angle: 18.4 deg Dead Load Offset: 0.0 ft Slope Length: 35.0 ft Dead Load Width: 0 ft Slope Toe Offset: 0.0 ft Leveling Pad Width: 3.00 ft Vertical δ on Single Depth FACTORS OF SAFETY Sliding: 1.50 Overturning: 1.50 Bearing: 2.00 RESULTS FoS Sliding: 1.70 (lvlpd) FoS Overturning: 1.53 Bearing 1297.89 FoS Bearing: 5.70 Name Elev.ka Pa Paq Paqd - PaC PaT FSsl (base of leveling pad)FoS OT TC 4.00 0.326 35 22 0 0 56 100.00 15.09 24 2.67 0.326 139 43 0 0 182 39.85 4.76 24 1.33 0.326 312 65 0 0 378 19.42 2.46 24 0.00 0.326 556 87 0 0 642 1.70 (1.76)1.53 Civil Design Professionals Page 1 CDP Wall Civil Design Professionals version 3.1.12186 Project: Candy Cove Location: Prior Lake, Minnesota Designer: BTD Date: 7/18/2012 Section: 12' Design Method: NCMA_09_3rd_Ed Design Unit: ReCon SOIL PARAMETERS φ coh γ Reinforced Soil: 40 deg 0 psf 120 pcf Retained Soil: 40 deg 0 psf 120 pcf Foundation Soil: 30 deg 0 psf 120 pcf Leveling Pad: Crushed Stone GEOMETRY Design Height: 12.00 ft Live Load: 50 psf Wall Batter/Tilt: 3.60/ 0.00 deg Live Load Offset: 0.00 ft Embedment: 1.50 ft Live Load Width: 50 ft Leveling Pad Depth: 1.00 ft Dead Load: 0 psf Slope Angle: 0 deg Dead Load Offset: 0 ft Slope Length: 0 ft Dead Load Width: 0 ft Slope Toe Offset: 0 ft Base Friction: True FACTORS OF SAFETY Sliding: 1.50 Pullout: 1.50 Overturning: 2.00 Uncertainties: 1.50 Bearing: 2.00 Connection: 1.50 Shear: 1.50 Bending: 1.50 RESULTS FoS Sliding: 5.84 FoS Overturning: 9.97 Bearing 1811.23 FoS Bearing: 7.41 Total Pullout 42222 FoS Total Pullout 25.92 ID Height Length Geogrid.Ta TPa TPqll TPqdl TMax Tal/FS FS Ta PkConn/FS FS PO / [Tmax]FS slr [fndn] 5 6.67 8.00 5XT 2254 350 49 0 399 1502 5.65 706 6.42/[399]36.50 4 5.33 8.00 5XT 2254 173 11 0 184 1502 12.26 802 21.83/[184]26.19 3 4.00 8.00 5XT 2254 208 11 0 218 1502 10.32 897 26.49/[218]20.07 2 2.67 8.00 5XT 2254 242 11 0 253 1502 8.91 993 31.16/[253]16.10 1 1.33 8.00 5XT 2254 277 11 0 288 1502 7.84 1088 35.83/[288]13.34 [5.84] Civil Design Professionals Page 1