Retaining Wall Design : Ver W5.0.02 - 15 Jun 2022 Title : Propped cantilever exam C14 Input Data Wall Dimensions General Parameters Design Parameters Concrete cover H1 (m) 3 C (m) 0.4 Soil friction f (°) 30 SF Overturning 1.5 Wall (mm) 50 H2 (m) 0.7 F (m) 0 Fill slope b (°) 28.01 SF Slip 1.5 Base (mm) 50 H3 (m) 0.00 xf (m) 0 Wall friction d (°) 15 ULS DL factor 1.4 Hw (m) 0 At (m) .2 r Concrete kN/m 3 25 ULS LL factor 1.6 Hr (m) Ab (m) .3 r Soil kN/m 3 18 Pmax (kPa) 400 B (m) .55 x (m) 0 fcu (MPa) 25 Soil Poisson u 0.5 D (m) 1.25 fy (MPa) 450 DLFac Slide/Ovt 0.9 Seepage allowed Active pressure applied on back of shear key for sliding Virtual back at heel end (Rankine) Theory : Coulomb Wall type : Propped cantilever SEISMIC ANALYSIS SETTINGS: Seismic Analysis ON/OFF:OFF Horizontal Acceleration (g) Vertical Acceleration (g) Include Live loads 0.02 0.01 Y OUTPUT: LOAD CASE Default VALUES OF PRESSURE COEFFICIENTS: Active Pressure coefficient Ka :0.600 Passive Pressure coefficient Kp :4.977 Base frictional constant µ :0.577 Forces on the wall w Force/weight Lever arm Pa Pahor Paver Pp Soil weights W1 W1 = 58.50 kN 1.48 m W3 W3 = 2.34 kN 0.82 m W5 W5 = 8.73 kN 1.75 m W6 W6 = 2.97 kN 0.28 m Wc1 Concrete weights Wc1 = 13.00 kN 0.70 m Wc2 Wc2 = 3.25 kN 0.58 m Wc3 Wc3 = 21.00 kN 1.05 m Soil forces Pa = 48.63 kN Pahor = 46.45 kN 1.00 m Paver = -14.38 kN 0.82 m Pp = 21.95 kN 0.23 m Fl Flver Flhor Line load forces Fl = 0.22 kN Flhor = 0.22 kN 1.95 m Flver = -0.01 kN 0.79 m 1.00kN/m 2.00 Pl Plhor Plver Point load forces Pl = 0.08 kN Plhor = 0.08 kN 2.35 m Plver = 0.00 kN 0.78 m 1.00kN 1.00 Hf = 0.50 kN 3.00 m 0.50kN Fr Fr = 103.74 kN Load Case: Default