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HomeMy WebLinkAboutOrle Wall CalculationsProject: - Orle Circle [Rev. 1] Little Rock Wall: Orle Circle Section 1 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Static Calculations General Equations Elevation of influence of live load Eqlinfl 3.32 ft Eq. 7-93 Elevation of influence of dead load Eqdinfl 3.32 ft Eq. 7-94 External interface friction angle δe 26.00 °Eq. 7-2 Internal interface friction angle δi 17.33 °Eq. 7-44 External failure plane αe 49.57 °Eq. 5-5 Internal failure plane αi 50.92 °Eq. 7-50 Width of reinforced zone L'3.00 ft Eq. 7-3 Increase in width of reinforced zone due to β L"0.00 ft Eq. 7-4 Increase in height due to backslope h 0.00 ft Eq. 7-5 Increase in height due to backslope at Lβ hmax 0.00 ft Eq. 7-6 Maximum height of slope influence hmaxint 0.00 ft Eq. 7-45 Increase in height due to backslope hs 0.00 ft Eq. 7-7 Equivalent slope at back of rein. zone βext 0.00 °Eq. 7-9 Height of back of wall for ext. stability Hext 3.32 ft Eq. 7-10 Horizontal width of rein. zone at backslope Lβ 3.00 ft Eq. 7-11 External live load reduction factor qlfactor 1.000 Eq. External dead load reduction factor qdfactor 1.000 Eq. External active earth pressure Kaext 0.292 Eq. 7-1 Internal active earth pressure Kaint 0.299 Eq. 7-43 Height above rein. area at int. failure plane hint 0.00 ft Eq. 7-26 Horz. influence distance dint 2.28 ft Eq. 7-27 Distance dead load applied for broken back Lβqd 3.00 ft Eq. 7-29 Earth pressure from soil weight Ps 201.05 lb/ft Eq. 7-12 Force of uniform surcharge Pq 0.00 lb/ft Eq. 7-13 Horz. component of Ps PsH 190.25 lb/ft Eq. 7-14 Horz. force of dead load surcharge PqdH 0.00 lb/ft Eq. 7-15 Horz. force of live load surcharge PqlH 0.00 lb/ft Eq. 7-16 Horz. component of active earth force PaH 190.25 lb/ft Eq. 7-17 Resisting moment arm for PsH Ys 1.11 ft Eq. 7-18 Resisting moment arm for PqH Yq 1.66 ft Eq. 7-19 Vert. component of Ps PsV 65.03 lb/ft Eq. 7-20 Vert. force of dead load surcharge PqdV 0.00 lb/ft Eq. 7-21 Vert. force of live load surcharge PqlV 0.00 lb/ft Eq. 7-22 Vert. component of active earth force PaV 65.03 lb/ft Eq. 7-23 Resisting moment arm for PsV Xs 4.14 ft Eq. 7-24 Resisting moment arm for PqV Xq 4.21 ft Eq. 7-25 Base Sliding Weight of soil above wall Wrβ1 0.00 lb/ft Eq. 7-31A1 Weight of soil above wall Wrβ2 0.00 lb/ft Eq. 7-31A2 Weight of soil above wall Wrβ3 0.00 lb/ft Eq. 7-31A3 Dead load over reinforced zone WGTdl 0.00 lb/ft Eq. Weight of reinforced mass Wri 1660.60 lb/ft Eq. 7-30 Weight of soil above wall Wrβ 0.00 lb/ft Eq. 7-31 Base sliding resistance Rs 841.64 lb/ft Eq. 7-32 Base sliding FSsl 4.424 Eq. 7-33 Overturning Weight of soil above wall Wrβ1 0.00 lb/ft Eq. 7-31A1 Weight of soil above wall Wrβ2 0.00 lb/ft Eq. 7-31A2 Weight of soil above wall Wrβ3 0.00 lb/ft Eq. 7-31A3 Dead load over reinforced zone WGTdl 0.00 lb/ft Eq. Weight of reinforced mass Wri 1660.60 lb/ft Eq. 7-30 Weight of soil above wall Wrβ 0.00 lb/ft Eq. 7-31 Resisting moment arm for rein. zone Xri 2.17 ft Eq. 7-35 Resisting moment arm for surcharge Xqβ 2.92 ft Eq. 7-37 Resisting moment arm in top slope Xrβ1 1.42 ft Eq. 7-36A1 Resisting moment arm in top slope Xrβ2 2.92 ft Eq. 7-36A2 Resisting moment arm in top slope Xrβ3 4.42 ft Eq. 7-36A3 Page 2 Printed 4/5/2023 Version: 7.1.5.6331 AnchorWall® Software Version 7.0 Project: - Orle Circle [Rev. 1] Little Rock Wall: Orle Circle Resisting moment Mr 3866.00 lb Eq. 7-34 Driving moment Mo 210.62 lb Eq. 7-38 Overturning FSot 18.356 Eq. 7-39 Bearing Capacity Equivalent bearing area B 4.00 ft Eq. 7-40 Eccentricity of bearing force e 0.00 ft Eq. 7-41 Applied bearing pressure Qa 431.41 lb/ft²Eq. 7-42 Ultimate bearing pressure Qult 4122.58 lb/ft²Eq. 12-10 Bearing capacity FSbc 9.556 Eq. 12-11 Tensile Overstress Course Layer/ (ft) Elevation [2-3] (lb/ft) LTDS [7-54..57] (ft) Acn [7-58..60] (ft) Dn [7-61] (lb/ft) Fgn 1 100.00 1624.29 1.33 2.65 130.32 3 101.33 1624.29 1.99 0.99 72.75 Course Layer/ (ft) Elevation [7-62] FSto [] qdfn [] qlfn 1 100.00 12.464 1.000 1.000 3 101.33 22.327 1.000 1.000 Pullout Course Layer/ (ft) Elevation [7-61] (lb/ft) Fgn [7-63] (lb/ft) ACn [7-64] (ft) La [7-65] (ft) dn 1 100.00 130.32 575.92 2.54 2.65 3 101.33 72.75 183.33 1.63 1.32 Course Layer/ (ft) Elevation [7-66] FSpo 1 100.00 4.419 3 101.33 2.520 Internal Sliding Course Layer/ (ft) Elevation [7-67] (lb/ft) PsH [7-68] (lb/ft) PqdH [7-69] (lb/ft) PqlH [7-70] (lb/ft) PsV 1 100.00 121.54 0.00 0.00 41.54 3 101.33 30.11 0.00 0.00 10.29 Course Layer/ (ft) Elevation [7-71] (lb/ft) PqdV [7-72] (lb/ft) PqlV [7-73] (lb/ft) PaH [7-74] (lb/ft) PaV 1 100.00 0.00 0.00 121.54 41.54 3 101.33 0.00 0.00 30.11 10.29 Course Layer/ (ft) Elevation [7-75] (lb/ft) R's [7-76] (lb/ft) W'ri [7-77] (lb/ft) Vu [7-78] FSsl 1 100.00 354.04 995.45 1499.51 15.251 3 101.33 172.67 495.45 1339.51 50.227 Connection Strength Course Layer/ (ft) Elevation [7-61] (lb/ft) Fgn [7-61X] (lb/ft) Fgconn [7-79] (lb/ft) Tconn [7-80] FScs 1 100.00 130.32 130.32 1304.05 10.007 3 101.33 72.75 72.75 1211.60 16.655 Crest Toppling Page 3 Printed 4/5/2023 Version: 7.1.5.6331 AnchorWall® Software Version 7.0 Project: - Orle Circle [Rev. 1] Little Rock Wall: Orle Circle Height from top layer to grade Hz 1.32 ft Eq. Horz. component of Ps PsH 31.31 lb/ft Eq. 7-83 Uniform surcharge PqH 0.00 lb/ft Eq. 7-84 Vert. component of Ps PsV 5.64 lb/ft Eq. 7-85 Vert. force from dead load surcharge PqdV 0.00 lb/ft Eq. 7-86 Vert. force from live load surcharge PqlV 0.00 lb/ft Eq. 7-87 Resisting moment arm Xw 0.56 ft Eq. 7-90 Resisting moment Mr 118.54 lb Eq. 7-89 Overturning moment Mo 13.79 lb Eq. 7-91 Crest toppling FSct 8.595 Eq. 7-88 Page 4 Printed 4/5/2023 Version: 7.1.5.6331 AnchorWall® Software Version 7.0 Project: - Orle Circle [Rev. 1] Little Rock Wall: Orle Circle Section 2 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Static Calculations General Equations Elevation of influence of live load Eqlinfl 3.98 ft Eq. 7-93 Elevation of influence of dead load Eqdinfl 3.98 ft Eq. 7-94 External interface friction angle δe 26.00 °Eq. 7-2 Internal interface friction angle δi 17.33 °Eq. 7-44 External failure plane αe 49.57 °Eq. 5-5 Internal failure plane αi 50.92 °Eq. 7-50 Width of reinforced zone L'3.00 ft Eq. 7-3 Increase in width of reinforced zone due to β L"0.00 ft Eq. 7-4 Increase in height due to backslope h 0.00 ft Eq. 7-5 Increase in height due to backslope at Lβ hmax 0.00 ft Eq. 7-6 Maximum height of slope influence hmaxint 0.00 ft Eq. 7-45 Increase in height due to backslope hs 0.00 ft Eq. 7-7 Equivalent slope at back of rein. zone βext 0.00 °Eq. 7-9 Height of back of wall for ext. stability Hext 3.98 ft Eq. 7-10 Horizontal width of rein. zone at backslope Lβ 3.00 ft Eq. 7-11 External live load reduction factor qlfactor 1.000 Eq. External dead load reduction factor qdfactor 1.000 Eq. External active earth pressure Kaext 0.292 Eq. 7-1 Internal active earth pressure Kaint 0.299 Eq. 7-43 Height above rein. area at int. failure plane hint 0.00 ft Eq. 7-26 Horz. influence distance dint 2.73 ft Eq. 7-27 Distance dead load applied for broken back Lβqd 3.00 ft Eq. 7-29 Earth pressure from soil weight Ps 288.11 lb/ft Eq. 7-12 Force of uniform surcharge Pq 0.00 lb/ft Eq. 7-13 Horz. component of Ps PsH 272.62 lb/ft Eq. 7-14 Horz. force of dead load surcharge PqdH 0.00 lb/ft Eq. 7-15 Horz. force of live load surcharge PqlH 0.00 lb/ft Eq. 7-16 Horz. component of active earth force PaH 272.62 lb/ft Eq. 7-17 Resisting moment arm for PsH Ys 1.33 ft Eq. 7-18 Resisting moment arm for PqH Yq 1.99 ft Eq. 7-19 Vert. component of Ps PsV 93.18 lb/ft Eq. 7-20 Vert. force of dead load surcharge PqdV 0.00 lb/ft Eq. 7-21 Vert. force of live load surcharge PqlV 0.00 lb/ft Eq. 7-22 Vert. component of active earth force PaV 93.18 lb/ft Eq. 7-23 Resisting moment arm for PsV Xs 4.17 ft Eq. 7-24 Resisting moment arm for PqV Xq 4.25 ft Eq. 7-25 Base Sliding Weight of soil above wall Wrβ1 0.00 lb/ft Eq. 7-31A1 Weight of soil above wall Wrβ2 0.00 lb/ft Eq. 7-31A2 Weight of soil above wall Wrβ3 0.00 lb/ft Eq. 7-31A3 Dead load over reinforced zone WGTdl 0.00 lb/ft Eq. Weight of reinforced mass Wri 1987.86 lb/ft Eq. 7-30 Weight of soil above wall Wrβ 0.00 lb/ft Eq. 7-31 Base sliding resistance Rs 1014.99 lb/ft Eq. 7-32 Base sliding FSsl 3.723 Eq. 7-33 Overturning Weight of soil above wall Wrβ1 0.00 lb/ft Eq. 7-31A1 Weight of soil above wall Wrβ2 0.00 lb/ft Eq. 7-31A2 Weight of soil above wall Wrβ3 0.00 lb/ft Eq. 7-31A3 Dead load over reinforced zone WGTdl 0.00 lb/ft Eq. Weight of reinforced mass Wri 1987.86 lb/ft Eq. 7-30 Weight of soil above wall Wrβ 0.00 lb/ft Eq. 7-31 Resisting moment arm for rein. zone Xri 2.21 ft Eq. 7-35 Resisting moment arm for surcharge Xqβ 3.00 ft Eq. 7-37 Resisting moment arm in top slope Xrβ1 1.50 ft Eq. 7-36A1 Resisting moment arm in top slope Xrβ2 3.00 ft Eq. 7-36A2 Resisting moment arm in top slope Xrβ3 4.50 ft Eq. 7-36A3 Page 5 Printed 4/5/2023 Version: 7.1.5.6331 AnchorWall® Software Version 7.0 Project: - Orle Circle [Rev. 1] Little Rock Wall: Orle Circle Resisting moment Mr 4775.30 lb Eq. 7-34 Driving moment Mo 361.29 lb Eq. 7-38 Overturning FSot 13.217 Eq. 7-39 Bearing Capacity Equivalent bearing area B 4.00 ft Eq. 7-40 Eccentricity of bearing force e 0.00 ft Eq. 7-41 Applied bearing pressure Qa 520.26 lb/ft²Eq. 7-42 Ultimate bearing pressure Qult 4122.58 lb/ft²Eq. 12-10 Bearing capacity FSbc 7.924 Eq. 12-11 Tensile Overstress Course Layer/ (ft) Elevation [2-3] (lb/ft) LTDS [7-54..57] (ft) Acn [7-58..60] (ft) Dn [7-61] (lb/ft) Fgn 1 100.00 1624.29 1.67 3.14 192.84 4 102.00 1624.29 2.31 1.15 98.16 Course Layer/ (ft) Elevation [7-62] FSto [] qdfn [] qlfn 1 100.00 8.423 1.000 1.000 4 102.00 16.548 1.000 1.000 Pullout Course Layer/ (ft) Elevation [7-61] (lb/ft) Fgn [7-63] (lb/ft) ACn [7-64] (ft) La [7-65] (ft) dn 1 100.00 192.84 717.93 2.54 3.31 4 102.00 98.16 242.19 2.17 1.31 Course Layer/ (ft) Elevation [7-66] FSpo 1 100.00 3.723 4 102.00 2.467 Internal Sliding Course Layer/ (ft) Elevation [7-67] (lb/ft) PsH [7-68] (lb/ft) PqdH [7-69] (lb/ft) PqlH [7-70] (lb/ft) PsV 1 100.00 188.86 0.00 0.00 64.55 4 102.00 29.56 0.00 0.00 10.10 Course Layer/ (ft) Elevation [7-71] (lb/ft) PqdV [7-72] (lb/ft) PqlV [7-73] (lb/ft) PaH [7-74] (lb/ft) PaV 1 100.00 0.00 0.00 188.86 64.55 4 102.00 0.00 0.00 29.56 10.10 Course Layer/ (ft) Elevation [7-75] (lb/ft) R's [7-76] (lb/ft) W'ri [7-77] (lb/ft) Vu [7-78] FSsl 1 100.00 445.70 1240.90 1578.06 10.716 4 102.00 226.91 654.53 1338.06 52.949 Connection Strength Course Layer/ (ft) Elevation [7-61] (lb/ft) Fgn [7-61X] (lb/ft) Fgconn [7-79] (lb/ft) Tconn [7-80] FScs 1 100.00 192.84 192.84 1349.43 6.998 4 102.00 98.16 98.16 1210.76 12.335 Crest Toppling Page 6 Printed 4/5/2023 Version: 7.1.5.6331 AnchorWall® Software Version 7.0 Project: - Orle Circle [Rev. 1] Little Rock Wall: Orle Circle Height from top layer to grade Hz 1.31 ft Eq. Horz. component of Ps PsH 30.74 lb/ft Eq. 7-83 Uniform surcharge PqH 0.00 lb/ft Eq. 7-84 Vert. component of Ps PsV 5.53 lb/ft Eq. 7-85 Vert. force from dead load surcharge PqdV 0.00 lb/ft Eq. 7-86 Vert. force from live load surcharge PqlV 0.00 lb/ft Eq. 7-87 Resisting moment arm Xw 0.56 ft Eq. 7-90 Resisting moment Mr 118.43 lb Eq. 7-89 Overturning moment Mo 13.41 lb Eq. 7-91 Crest toppling FSct 8.829 Eq. 7-88 Page 7 Printed 4/5/2023 Version: 7.1.5.6331 AnchorWall® Software Version 7.0 Project: - Orle Circle [Rev. 1] Little Rock Wall: Orle Circle Section 3 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Static Calculations General Equations Elevation of influence of live load Eqlinfl 4.66 ft Eq. 7-93 Elevation of influence of dead load Eqdinfl 4.66 ft Eq. 7-94 External interface friction angle δe 26.00 °Eq. 7-2 Internal interface friction angle δi 17.33 °Eq. 7-44 External failure plane αe 49.57 °Eq. 5-5 Internal failure plane αi 50.92 °Eq. 7-50 Width of reinforced zone L'3.00 ft Eq. 7-3 Increase in width of reinforced zone due to β L"0.00 ft Eq. 7-4 Increase in height due to backslope h 0.00 ft Eq. 7-5 Increase in height due to backslope at Lβ hmax 0.00 ft Eq. 7-6 Maximum height of slope influence hmaxint 0.00 ft Eq. 7-45 Increase in height due to backslope hs 0.00 ft Eq. 7-7 Equivalent slope at back of rein. zone βext 0.00 °Eq. 7-9 Height of back of wall for ext. stability Hext 4.66 ft Eq. 7-10 Horizontal width of rein. zone at backslope Lβ 3.00 ft Eq. 7-11 External live load reduction factor qlfactor 1.000 Eq. External dead load reduction factor qdfactor 1.000 Eq. External active earth pressure Kaext 0.292 Eq. 7-1 Internal active earth pressure Kaint 0.299 Eq. 7-43 Height above rein. area at int. failure plane hint 0.00 ft Eq. 7-26 Horz. influence distance dint 3.20 ft Eq. 7-27 Distance dead load applied for broken back Lβqd 3.00 ft Eq. 7-29 Earth pressure from soil weight Ps 395.39 lb/ft Eq. 7-12 Force of uniform surcharge Pq 0.00 lb/ft Eq. 7-13 Horz. component of Ps PsH 374.14 lb/ft Eq. 7-14 Horz. force of dead load surcharge PqdH 0.00 lb/ft Eq. 7-15 Horz. force of live load surcharge PqlH 0.00 lb/ft Eq. 7-16 Horz. component of active earth force PaH 374.14 lb/ft Eq. 7-17 Resisting moment arm for PsH Ys 1.55 ft Eq. 7-18 Resisting moment arm for PqH Yq 2.33 ft Eq. 7-19 Vert. component of Ps PsV 127.88 lb/ft Eq. 7-20 Vert. force of dead load surcharge PqdV 0.00 lb/ft Eq. 7-21 Vert. force of live load surcharge PqlV 0.00 lb/ft Eq. 7-22 Vert. component of active earth force PaV 127.88 lb/ft Eq. 7-23 Resisting moment arm for PsV Xs 4.19 ft Eq. 7-24 Resisting moment arm for PqV Xq 4.29 ft Eq. 7-25 Base Sliding Weight of soil above wall Wrβ1 0.00 lb/ft Eq. 7-31A1 Weight of soil above wall Wrβ2 0.00 lb/ft Eq. 7-31A2 Weight of soil above wall Wrβ3 0.00 lb/ft Eq. 7-31A3 Dead load over reinforced zone WGTdl 0.00 lb/ft Eq. Weight of reinforced mass Wri 2328.74 lb/ft Eq. 7-30 Weight of soil above wall Wrβ 0.00 lb/ft Eq. 7-31 Base sliding resistance Rs 1198.17 lb/ft Eq. 7-32 Base sliding FSsl 3.202 Eq. 7-33 Overturning Weight of soil above wall Wrβ1 0.00 lb/ft Eq. 7-31A1 Weight of soil above wall Wrβ2 0.00 lb/ft Eq. 7-31A2 Weight of soil above wall Wrβ3 0.00 lb/ft Eq. 7-31A3 Dead load over reinforced zone WGTdl 0.00 lb/ft Eq. Weight of reinforced mass Wri 2328.74 lb/ft Eq. 7-30 Weight of soil above wall Wrβ 0.00 lb/ft Eq. 7-31 Resisting moment arm for rein. zone Xri 2.25 ft Eq. 7-35 Resisting moment arm for surcharge Xqβ 3.08 ft Eq. 7-37 Resisting moment arm in top slope Xrβ1 1.58 ft Eq. 7-36A1 Resisting moment arm in top slope Xrβ2 3.08 ft Eq. 7-36A2 Resisting moment arm in top slope Xrβ3 4.58 ft Eq. 7-36A3 Page 8 Printed 4/5/2023 Version: 7.1.5.6331 AnchorWall® Software Version 7.0 Project: - Orle Circle [Rev. 1] Little Rock Wall: Orle Circle Resisting moment Mr 5775.09 lb Eq. 7-34 Driving moment Mo 580.85 lb Eq. 7-38 Overturning FSot 9.942 Eq. 7-39 Bearing Capacity Equivalent bearing area B 4.00 ft Eq. 7-40 Eccentricity of bearing force e 0.00 ft Eq. 7-41 Applied bearing pressure Qa 614.16 lb/ft²Eq. 7-42 Ultimate bearing pressure Qult 4122.58 lb/ft²Eq. 12-10 Bearing capacity FSbc 6.713 Eq. 12-11 Tensile Overstress Course Layer/ (ft) Elevation [2-3] (lb/ft) LTDS [7-54..57] (ft) Acn [7-58..60] (ft) Dn [7-61] (lb/ft) Fgn 1 100.00 1624.29 1.67 3.82 234.67 4 102.00 1624.29 2.99 1.50 164.68 Course Layer/ (ft) Elevation [7-62] FSto [] qdfn [] qlfn 1 100.00 6.921 1.000 1.000 4 102.00 9.864 1.000 1.000 Pullout Course Layer/ (ft) Elevation [7-61] (lb/ft) Fgn [7-63] (lb/ft) ACn [7-64] (ft) La [7-65] (ft) dn 1 100.00 234.67 865.84 2.54 3.99 4 102.00 164.68 368.32 2.17 1.99 Course Layer/ (ft) Elevation [7-66] FSpo 1 100.00 3.690 4 102.00 2.237 Internal Sliding Course Layer/ (ft) Elevation [7-67] (lb/ft) PsH [7-68] (lb/ft) PqdH [7-69] (lb/ft) PqlH [7-70] (lb/ft) PsV 1 100.00 274.70 0.00 0.00 93.89 4 102.00 68.36 0.00 0.00 23.36 Course Layer/ (ft) Elevation [7-71] (lb/ft) PqdV [7-72] (lb/ft) PqlV [7-73] (lb/ft) PaH [7-74] (lb/ft) PaV 1 100.00 0.00 0.00 274.70 93.89 4 102.00 0.00 0.00 68.36 23.36 Course Layer/ (ft) Elevation [7-75] (lb/ft) R's [7-76] (lb/ft) W'ri [7-77] (lb/ft) Vu [7-78] FSsl 1 100.00 543.00 1496.56 1659.87 8.019 4 102.00 347.82 995.41 1419.87 25.859 Connection Strength Course Layer/ (ft) Elevation [7-61] (lb/ft) Fgn [7-61X] (lb/ft) Fgconn [7-79] (lb/ft) Tconn [7-80] FScs 1 100.00 234.67 234.67 1396.70 5.952 4 102.00 164.68 164.68 1258.03 7.639 Crest Toppling Page 9 Printed 4/5/2023 Version: 7.1.5.6331 AnchorWall® Software Version 7.0 Project: - Orle Circle [Rev. 1] Little Rock Wall: Orle Circle Height from top layer to grade Hz 1.99 ft Eq. Horz. component of Ps PsH 71.10 lb/ft Eq. 7-83 Uniform surcharge PqH 0.00 lb/ft Eq. 7-84 Vert. component of Ps PsV 12.80 lb/ft Eq. 7-85 Vert. force from dead load surcharge PqdV 0.00 lb/ft Eq. 7-86 Vert. force from live load surcharge PqlV 0.00 lb/ft Eq. 7-87 Resisting moment arm Xw 0.60 ft Eq. 7-90 Resisting moment Mr 183.23 lb Eq. 7-89 Overturning moment Mo 47.18 lb Eq. 7-91 Crest toppling FSct 3.883 Eq. 7-88 Page 10 Printed 4/5/2023 Version: 7.1.5.6331 AnchorWall® Software Version 7.0 Project: - Orle Circle [Rev. 1] Little Rock Wall: Orle Circle Section 4 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Static Calculations General Equations Elevation of influence of live load Eqlinfl 5.31 ft Eq. 7-93 Elevation of influence of dead load Eqdinfl 5.31 ft Eq. 7-94 External interface friction angle δe 26.00 °Eq. 7-2 Internal interface friction angle δi 17.33 °Eq. 7-44 External failure plane αe 49.57 °Eq. 5-5 Internal failure plane αi 50.92 °Eq. 7-50 Width of reinforced zone L'4.00 ft Eq. 7-3 Increase in width of reinforced zone due to β L"0.00 ft Eq. 7-4 Increase in height due to backslope h 0.00 ft Eq. 7-5 Increase in height due to backslope at Lβ hmax 0.00 ft Eq. 7-6 Maximum height of slope influence hmaxint 0.00 ft Eq. 7-45 Increase in height due to backslope hs 0.00 ft Eq. 7-7 Equivalent slope at back of rein. zone βext 0.00 °Eq. 7-9 Height of back of wall for ext. stability Hext 5.31 ft Eq. 7-10 Horizontal width of rein. zone at backslope Lβ 4.00 ft Eq. 7-11 External live load reduction factor qlfactor 1.000 Eq. External dead load reduction factor qdfactor 1.000 Eq. External active earth pressure Kaext 0.292 Eq. 7-1 Internal active earth pressure Kaint 0.299 Eq. 7-43 Height above rein. area at int. failure plane hint 0.00 ft Eq. 7-26 Horz. influence distance dint 3.65 ft Eq. 7-27 Distance dead load applied for broken back Lβqd 4.00 ft Eq. 7-29 Earth pressure from soil weight Ps 514.33 lb/ft Eq. 7-12 Force of uniform surcharge Pq 0.00 lb/ft Eq. 7-13 Horz. component of Ps PsH 486.69 lb/ft Eq. 7-14 Horz. force of dead load surcharge PqdH 0.00 lb/ft Eq. 7-15 Horz. force of live load surcharge PqlH 0.00 lb/ft Eq. 7-16 Horz. component of active earth force PaH 486.69 lb/ft Eq. 7-17 Resisting moment arm for PsH Ys 1.77 ft Eq. 7-18 Resisting moment arm for PqH Yq 2.66 ft Eq. 7-19 Vert. component of Ps PsV 166.35 lb/ft Eq. 7-20 Vert. force of dead load surcharge PqdV 0.00 lb/ft Eq. 7-21 Vert. force of live load surcharge PqlV 0.00 lb/ft Eq. 7-22 Vert. component of active earth force PaV 166.35 lb/ft Eq. 7-23 Resisting moment arm for PsV Xs 5.22 ft Eq. 7-24 Resisting moment arm for PqV Xq 5.33 ft Eq. 7-25 Base Sliding Weight of soil above wall Wrβ1 0.00 lb/ft Eq. 7-31A1 Weight of soil above wall Wrβ2 0.00 lb/ft Eq. 7-31A2 Weight of soil above wall Wrβ3 0.00 lb/ft Eq. 7-31A3 Dead load over reinforced zone WGTdl 0.00 lb/ft Eq. Weight of reinforced mass Wri 3320.01 lb/ft Eq. 7-30 Weight of soil above wall Wrβ 0.00 lb/ft Eq. 7-31 Base sliding resistance Rs 1700.41 lb/ft Eq. 7-32 Base sliding FSsl 3.494 Eq. 7-33 Overturning Weight of soil above wall Wrβ1 0.00 lb/ft Eq. 7-31A1 Weight of soil above wall Wrβ2 0.00 lb/ft Eq. 7-31A2 Weight of soil above wall Wrβ3 0.00 lb/ft Eq. 7-31A3 Dead load over reinforced zone WGTdl 0.00 lb/ft Eq. Weight of reinforced mass Wri 3320.01 lb/ft Eq. 7-30 Weight of soil above wall Wrβ 0.00 lb/ft Eq. 7-31 Resisting moment arm for rein. zone Xri 2.79 ft Eq. 7-35 Resisting moment arm for surcharge Xqβ 3.66 ft Eq. 7-37 Resisting moment arm in top slope Xrβ1 1.66 ft Eq. 7-36A1 Resisting moment arm in top slope Xrβ2 3.66 ft Eq. 7-36A2 Resisting moment arm in top slope Xrβ3 5.66 ft Eq. 7-36A3 Page 11 Printed 4/5/2023 Version: 7.1.5.6331 AnchorWall® Software Version 7.0 Project: - Orle Circle [Rev. 1] Little Rock Wall: Orle Circle Resisting moment Mr 10133.18 lb Eq. 7-34 Driving moment Mo 861.76 lb Eq. 7-38 Overturning FSot 11.759 Eq. 7-39 Bearing Capacity Equivalent bearing area B 5.00 ft Eq. 7-40 Eccentricity of bearing force e 0.00 ft Eq. 7-41 Applied bearing pressure Qa 697.27 lb/ft²Eq. 7-42 Ultimate bearing pressure Qult 4906.26 lb/ft²Eq. 12-10 Bearing capacity FSbc 7.036 Eq. 12-11 Tensile Overstress Course Layer/ (ft) Elevation [2-3] (lb/ft) LTDS [7-54..57] (ft) Acn [7-58..60] (ft) Dn [7-61] (lb/ft) Fgn 1 100.00 1624.29 1.67 4.48 274.84 4 102.00 1624.29 1.67 2.81 172.56 6 103.33 1624.29 1.98 0.99 72.08 Course Layer/ (ft) Elevation [7-62] FSto [] qdfn [] qlfn 1 100.00 5.910 1.000 1.000 4 102.00 9.413 1.000 1.000 6 103.33 22.535 1.000 1.000 Pullout Course Layer/ (ft) Elevation [7-61] (lb/ft) Fgn [7-63] (lb/ft) ACn [7-64] (ft) La [7-65] (ft) dn 1 100.00 274.84 1404.35 3.54 4.65 4 102.00 172.56 489.42 2.17 2.65 6 103.33 72.08 140.14 1.25 1.31 Course Layer/ (ft) Elevation [7-66] FSpo 1 100.00 5.110 4 102.00 2.836 6 103.33 1.944 Internal Sliding Course Layer/ (ft) Elevation [7-67] (lb/ft) PsH [7-68] (lb/ft) PqdH [7-69] (lb/ft) PqlH [7-70] (lb/ft) PsV 1 100.00 372.19 0.00 0.00 127.21 4 102.00 120.70 0.00 0.00 41.25 6 103.33 29.69 0.00 0.00 10.15 Course Layer/ (ft) Elevation [7-71] (lb/ft) PqdV [7-72] (lb/ft) PqlV [7-73] (lb/ft) PaH [7-74] (lb/ft) PaV 1 100.00 0.00 0.00 372.19 127.21 4 102.00 0.00 0.00 120.70 41.25 6 103.33 0.00 0.00 29.69 10.15 Course Layer/ (ft) Elevation [7-75] (lb/ft) R's [7-76] (lb/ft) W'ri [7-77] (lb/ft) Vu [7-78] FSsl 1 100.00 836.42 2322.67 1738.41 6.918 4 102.00 465.66 1322.67 1498.41 16.273 6 103.33 227.43 656.00 1338.41 52.740 Connection Strength Page 12 Printed 4/5/2023 Version: 7.1.5.6331 AnchorWall® Software Version 7.0 Project: - Orle Circle [Rev. 1] Little Rock Wall: Orle Circle Course Layer/ (ft) Elevation [7-61] (lb/ft) Fgn [7-61X] (lb/ft) Fgconn [7-79] (lb/ft) Tconn [7-80] FScs 1 100.00 274.84 274.84 1442.08 5.247 4 102.00 172.56 172.56 1303.41 7.553 6 103.33 72.08 72.08 1210.97 16.801 Crest Toppling Height from top layer to grade Hz 1.31 ft Eq. Horz. component of Ps PsH 30.88 lb/ft Eq. 7-83 Uniform surcharge PqH 0.00 lb/ft Eq. 7-84 Vert. component of Ps PsV 5.56 lb/ft Eq. 7-85 Vert. force from dead load surcharge PqdV 0.00 lb/ft Eq. 7-86 Vert. force from live load surcharge PqlV 0.00 lb/ft Eq. 7-87 Resisting moment arm Xw 0.56 ft Eq. 7-90 Resisting moment Mr 118.45 lb Eq. 7-89 Overturning moment Mo 13.50 lb Eq. 7-91 Crest toppling FSct 8.771 Eq. 7-88 Page 13 Printed 4/5/2023 Version: 7.1.5.6331 AnchorWall® Software Version 7.0 Project: - Orle Circle [Rev. 1] Little Rock Wall: Orle Circle Section 5 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Static Calculations General Equations Elevation of influence of live load Eqlinfl 5.99 ft Eq. 7-93 Elevation of influence of dead load Eqdinfl 5.99 ft Eq. 7-94 External interface friction angle δe 26.00 °Eq. 7-2 Internal interface friction angle δi 17.33 °Eq. 7-44 External failure plane αe 49.57 °Eq. 5-5 Internal failure plane αi 50.92 °Eq. 7-50 Width of reinforced zone L'4.00 ft Eq. 7-3 Increase in width of reinforced zone due to β L"0.00 ft Eq. 7-4 Increase in height due to backslope h 0.00 ft Eq. 7-5 Increase in height due to backslope at Lβ hmax 0.00 ft Eq. 7-6 Maximum height of slope influence hmaxint 0.00 ft Eq. 7-45 Increase in height due to backslope hs 0.00 ft Eq. 7-7 Equivalent slope at back of rein. zone βext 0.00 °Eq. 7-9 Height of back of wall for ext. stability Hext 5.99 ft Eq. 7-10 Horizontal width of rein. zone at backslope Lβ 4.00 ft Eq. 7-11 External live load reduction factor qlfactor 1.000 Eq. External dead load reduction factor qdfactor 1.000 Eq. External active earth pressure Kaext 0.292 Eq. 7-1 Internal active earth pressure Kaint 0.299 Eq. 7-43 Height above rein. area at int. failure plane hint 0.00 ft Eq. 7-26 Horz. influence distance dint 4.12 ft Eq. 7-27 Distance dead load applied for broken back Lβqd 4.00 ft Eq. 7-29 Earth pressure from soil weight Ps 654.89 lb/ft Eq. 7-12 Force of uniform surcharge Pq 0.00 lb/ft Eq. 7-13 Horz. component of Ps PsH 619.70 lb/ft Eq. 7-14 Horz. force of dead load surcharge PqdH 0.00 lb/ft Eq. 7-15 Horz. force of live load surcharge PqlH 0.00 lb/ft Eq. 7-16 Horz. component of active earth force PaH 619.70 lb/ft Eq. 7-17 Resisting moment arm for PsH Ys 2.00 ft Eq. 7-18 Resisting moment arm for PqH Yq 3.00 ft Eq. 7-19 Vert. component of Ps PsV 211.81 lb/ft Eq. 7-20 Vert. force of dead load surcharge PqdV 0.00 lb/ft Eq. 7-21 Vert. force of live load surcharge PqlV 0.00 lb/ft Eq. 7-22 Vert. component of active earth force PaV 211.81 lb/ft Eq. 7-23 Resisting moment arm for PsV Xs 5.25 ft Eq. 7-24 Resisting moment arm for PqV Xq 5.37 ft Eq. 7-25 Base Sliding Weight of soil above wall Wrβ1 0.00 lb/ft Eq. 7-31A1 Weight of soil above wall Wrβ2 0.00 lb/ft Eq. 7-31A2 Weight of soil above wall Wrβ3 0.00 lb/ft Eq. 7-31A3 Dead load over reinforced zone WGTdl 0.00 lb/ft Eq. Weight of reinforced mass Wri 3746.31 lb/ft Eq. 7-30 Weight of soil above wall Wrβ 0.00 lb/ft Eq. 7-31 Base sliding resistance Rs 1930.50 lb/ft Eq. 7-32 Base sliding FSsl 3.115 Eq. 7-33 Overturning Weight of soil above wall Wrβ1 0.00 lb/ft Eq. 7-31A1 Weight of soil above wall Wrβ2 0.00 lb/ft Eq. 7-31A2 Weight of soil above wall Wrβ3 0.00 lb/ft Eq. 7-31A3 Dead load over reinforced zone WGTdl 0.00 lb/ft Eq. Weight of reinforced mass Wri 3746.31 lb/ft Eq. 7-30 Weight of soil above wall Wrβ 0.00 lb/ft Eq. 7-31 Resisting moment arm for rein. zone Xri 2.83 ft Eq. 7-35 Resisting moment arm for surcharge Xqβ 3.75 ft Eq. 7-37 Resisting moment arm in top slope Xrβ1 1.75 ft Eq. 7-36A1 Resisting moment arm in top slope Xrβ2 3.75 ft Eq. 7-36A2 Resisting moment arm in top slope Xrβ3 5.75 ft Eq. 7-36A3 Page 14 Printed 4/5/2023 Version: 7.1.5.6331 AnchorWall® Software Version 7.0 Project: - Orle Circle [Rev. 1] Little Rock Wall: Orle Circle Resisting moment Mr 11726.02 lb Eq. 7-34 Driving moment Mo 1238.18 lb Eq. 7-38 Overturning FSot 9.470 Eq. 7-39 Bearing Capacity Equivalent bearing area B 5.00 ft Eq. 7-40 Eccentricity of bearing force e 0.00 ft Eq. 7-41 Applied bearing pressure Qa 791.63 lb/ft²Eq. 7-42 Ultimate bearing pressure Qult 4906.26 lb/ft²Eq. 12-10 Bearing capacity FSbc 6.198 Eq. 12-11 Tensile Overstress Course Layer/ (ft) Elevation [2-3] (lb/ft) LTDS [7-54..57] (ft) Acn [7-58..60] (ft) Dn [7-61] (lb/ft) Fgn 1 100.00 1624.29 1.67 5.16 316.70 4 102.00 1624.29 2.00 3.33 245.03 7 104.00 1624.29 2.33 1.16 99.73 Course Layer/ (ft) Elevation [7-62] FSto [] qdfn [] qlfn 1 100.00 5.129 1.000 1.000 4 102.00 6.629 1.000 1.000 7 104.00 16.288 1.000 1.000 Pullout Course Layer/ (ft) Elevation [7-61] (lb/ft) Fgn [7-63] (lb/ft) ACn [7-64] (ft) La [7-65] (ft) dn 1 100.00 316.70 1610.55 3.54 5.33 4 102.00 245.03 615.61 2.17 3.33 7 104.00 99.73 203.18 1.79 1.33 Course Layer/ (ft) Elevation [7-66] FSpo 1 100.00 5.085 4 102.00 2.512 7 104.00 2.037 Internal Sliding Course Layer/ (ft) Elevation [7-67] (lb/ft) PsH [7-68] (lb/ft) PqdH [7-69] (lb/ft) PqlH [7-70] (lb/ft) PsV 1 100.00 489.52 0.00 0.00 167.31 4 102.00 190.96 0.00 0.00 65.27 7 104.00 30.39 0.00 0.00 10.39 Course Layer/ (ft) Elevation [7-71] (lb/ft) PqdV [7-72] (lb/ft) PqlV [7-73] (lb/ft) PaH [7-74] (lb/ft) PaV 1 100.00 0.00 0.00 489.52 167.31 4 102.00 0.00 0.00 190.96 65.27 7 104.00 0.00 0.00 30.39 10.39 Course Layer/ (ft) Elevation [7-75] (lb/ft) R's [7-76] (lb/ft) W'ri [7-77] (lb/ft) Vu [7-78] FSsl 1 100.00 966.55 2663.71 1820.26 5.693 4 102.00 590.30 1663.71 1580.26 11.366 7 104.00 286.80 829.64 1340.26 53.536 Connection Strength Page 15 Printed 4/5/2023 Version: 7.1.5.6331 AnchorWall® Software Version 7.0 Project: - Orle Circle [Rev. 1] Little Rock Wall: Orle Circle Course Layer/ (ft) Elevation [7-61] (lb/ft) Fgn [7-61X] (lb/ft) Fgconn [7-79] (lb/ft) Tconn [7-80] FScs 1 100.00 316.70 316.70 1489.37 4.703 4 102.00 245.03 245.03 1350.70 5.512 7 104.00 99.73 99.73 1212.03 12.154 Crest Toppling Height from top layer to grade Hz 1.33 ft Eq. Horz. component of Ps PsH 31.61 lb/ft Eq. 7-83 Uniform surcharge PqH 0.00 lb/ft Eq. 7-84 Vert. component of Ps PsV 5.69 lb/ft Eq. 7-85 Vert. force from dead load surcharge PqdV 0.00 lb/ft Eq. 7-86 Vert. force from live load surcharge PqlV 0.00 lb/ft Eq. 7-87 Resisting moment arm Xw 0.56 ft Eq. 7-90 Resisting moment Mr 118.59 lb Eq. 7-89 Overturning moment Mo 13.99 lb Eq. 7-91 Crest toppling FSct 8.479 Eq. 7-88 Page 16 Printed 4/5/2023 Version: 7.1.5.6331 AnchorWall® Software Version 7.0 Project: - Orle Circle [Rev. 1] Little Rock Wall: Orle Circle Section 6 Details * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity Static Calculations General Equations Elevation of influence of live load Eqlinfl 6.67 ft Eq. 7-93 Elevation of influence of dead load Eqdinfl 6.67 ft Eq. 7-94 External interface friction angle δe 26.00 °Eq. 7-2 Internal interface friction angle δi 17.33 °Eq. 7-44 External failure plane αe 49.57 °Eq. 5-5 Internal failure plane αi 50.92 °Eq. 7-50 Width of reinforced zone L'4.00 ft Eq. 7-3 Increase in width of reinforced zone due to β L"0.00 ft Eq. 7-4 Increase in height due to backslope h 0.00 ft Eq. 7-5 Increase in height due to backslope at Lβ hmax 0.00 ft Eq. 7-6 Maximum height of slope influence hmaxint 0.00 ft Eq. 7-45 Increase in height due to backslope hs 0.00 ft Eq. 7-7 Equivalent slope at back of rein. zone βext 0.00 °Eq. 7-9 Height of back of wall for ext. stability Hext 6.67 ft Eq. 7-10 Horizontal width of rein. zone at backslope Lβ 4.00 ft Eq. 7-11 External live load reduction factor qlfactor 1.000 Eq. External dead load reduction factor qdfactor 1.000 Eq. External active earth pressure Kaext 0.292 Eq. 7-1 Internal active earth pressure Kaint 0.299 Eq. 7-43 Height above rein. area at int. failure plane hint 0.00 ft Eq. 7-26 Horz. influence distance dint 4.58 ft Eq. 7-27 Distance dead load applied for broken back Lβqd 4.00 ft Eq. 7-29 Earth pressure from soil weight Ps 810.11 lb/ft Eq. 7-12 Force of uniform surcharge Pq 0.00 lb/ft Eq. 7-13 Horz. component of Ps PsH 766.57 lb/ft Eq. 7-14 Horz. force of dead load surcharge PqdH 0.00 lb/ft Eq. 7-15 Horz. force of live load surcharge PqlH 0.00 lb/ft Eq. 7-16 Horz. component of active earth force PaH 766.57 lb/ft Eq. 7-17 Resisting moment arm for PsH Ys 2.22 ft Eq. 7-18 Resisting moment arm for PqH Yq 3.33 ft Eq. 7-19 Vert. component of Ps PsV 262.01 lb/ft Eq. 7-20 Vert. force of dead load surcharge PqdV 0.00 lb/ft Eq. 7-21 Vert. force of live load surcharge PqlV 0.00 lb/ft Eq. 7-22 Vert. component of active earth force PaV 262.01 lb/ft Eq. 7-23 Resisting moment arm for PsV Xs 5.28 ft Eq. 7-24 Resisting moment arm for PqV Xq 5.42 ft Eq. 7-25 Base Sliding Weight of soil above wall Wrβ1 0.00 lb/ft Eq. 7-31A1 Weight of soil above wall Wrβ2 0.00 lb/ft Eq. 7-31A2 Weight of soil above wall Wrβ3 0.00 lb/ft Eq. 7-31A3 Dead load over reinforced zone WGTdl 0.00 lb/ft Eq. Weight of reinforced mass Wri 4166.67 lb/ft Eq. 7-30 Weight of soil above wall Wrβ 0.00 lb/ft Eq. 7-31 Base sliding resistance Rs 2160.01 lb/ft Eq. 7-32 Base sliding FSsl 2.818 Eq. 7-33 Overturning Weight of soil above wall Wrβ1 0.00 lb/ft Eq. 7-31A1 Weight of soil above wall Wrβ2 0.00 lb/ft Eq. 7-31A2 Weight of soil above wall Wrβ3 0.00 lb/ft Eq. 7-31A3 Dead load over reinforced zone WGTdl 0.00 lb/ft Eq. Weight of reinforced mass Wri 4166.67 lb/ft Eq. 7-30 Weight of soil above wall Wrβ 0.00 lb/ft Eq. 7-31 Resisting moment arm for rein. zone Xri 2.88 ft Eq. 7-35 Resisting moment arm for surcharge Xqβ 3.83 ft Eq. 7-37 Resisting moment arm in top slope Xrβ1 1.83 ft Eq. 7-36A1 Resisting moment arm in top slope Xrβ2 3.83 ft Eq. 7-36A2 Resisting moment arm in top slope Xrβ3 5.83 ft Eq. 7-36A3 Page 17 Printed 4/5/2023 Version: 7.1.5.6331 AnchorWall® Software Version 7.0 Project: - Orle Circle [Rev. 1] Little Rock Wall: Orle Circle Resisting moment Mr 13363.13 lb Eq. 7-34 Driving moment Mo 1703.48 lb Eq. 7-38 Overturning FSot 7.845 Eq. 7-39 Bearing Capacity Equivalent bearing area B 5.00 ft Eq. 7-40 Eccentricity of bearing force e 0.00 ft Eq. 7-41 Applied bearing pressure Qa 885.74 lb/ft²Eq. 7-42 Ultimate bearing pressure Qult 4906.26 lb/ft²Eq. 12-10 Bearing capacity FSbc 5.539 Eq. 12-11 Tensile Overstress Course Layer/ (ft) Elevation [2-3] (lb/ft) LTDS [7-54..57] (ft) Acn [7-58..60] (ft) Dn [7-61] (lb/ft) Fgn 1 100.00 1624.29 1.67 5.83 357.97 4 102.00 1624.29 2.00 4.00 294.56 7 104.00 1624.29 3.00 1.50 165.69 Course Layer/ (ft) Elevation [7-62] FSto [] qdfn [] qlfn 1 100.00 4.537 1.000 1.000 4 102.00 5.514 1.000 1.000 7 104.00 9.803 1.000 1.000 Pullout Course Layer/ (ft) Elevation [7-61] (lb/ft) Fgn [7-63] (lb/ft) ACn [7-64] (ft) La [7-65] (ft) dn 1 100.00 357.97 1813.88 3.54 6.00 4 102.00 294.56 740.05 2.17 4.00 7 104.00 165.69 306.13 1.79 2.00 Course Layer/ (ft) Elevation [7-66] FSpo 1 100.00 5.067 4 102.00 2.512 7 104.00 1.848 Internal Sliding Course Layer/ (ft) Elevation [7-67] (lb/ft) PsH [7-68] (lb/ft) PqdH [7-69] (lb/ft) PqlH [7-70] (lb/ft) PsV 1 100.00 620.92 0.00 0.00 212.22 4 102.00 275.96 0.00 0.00 94.32 7 104.00 68.99 0.00 0.00 23.58 Course Layer/ (ft) Elevation [7-71] (lb/ft) PqdV [7-72] (lb/ft) PqlV [7-73] (lb/ft) PaH [7-74] (lb/ft) PaV 1 100.00 0.00 0.00 620.92 212.22 4 102.00 0.00 0.00 275.96 94.32 7 104.00 0.00 0.00 68.99 23.58 Course Layer/ (ft) Elevation [7-75] (lb/ft) R's [7-76] (lb/ft) W'ri [7-77] (lb/ft) Vu [7-78] FSsl 1 100.00 1096.69 3000.00 1900.97 4.828 4 102.00 715.03 2000.00 1660.97 8.610 7 104.00 434.82 1250.00 1420.97 26.899 Connection Strength Page 18 Printed 4/5/2023 Version: 7.1.5.6331 AnchorWall® Software Version 7.0 Project: - Orle Circle [Rev. 1] Little Rock Wall: Orle Circle Course Layer/ (ft) Elevation [7-61] (lb/ft) Fgn [7-61X] (lb/ft) Fgconn [7-79] (lb/ft) Tconn [7-80] FScs 1 100.00 357.97 357.97 1536.00 4.291 4 102.00 294.56 294.56 1397.33 4.744 7 104.00 165.69 165.69 1258.67 7.597 Crest Toppling Height from top layer to grade Hz 2.00 ft Eq. Horz. component of Ps PsH 71.76 lb/ft Eq. 7-83 Uniform surcharge PqH 0.00 lb/ft Eq. 7-84 Vert. component of Ps PsV 12.92 lb/ft Eq. 7-85 Vert. force from dead load surcharge PqdV 0.00 lb/ft Eq. 7-86 Vert. force from live load surcharge PqlV 0.00 lb/ft Eq. 7-87 Resisting moment arm Xw 0.60 ft Eq. 7-90 Resisting moment Mr 183.36 lb Eq. 7-89 Overturning moment Mo 47.84 lb Eq. 7-91 Crest toppling FSct 3.833 Eq. 7-88 Page 19 Printed 4/5/2023 Version: 7.1.5.6331 AnchorWall® Software Version 7.0