2730 W MARINE VIEW DR 2025-09-03

Srro\ [TERRA" WALL SYSTEM PULLOUT CALCULATIONS Pullout is the amount of resistance of the reinforcing has to a pullout failure based on the Tmax applied and the depth of embedment(resistance). In an NCMA design the failure place is defined as the Coulomb failure plane which varies with face batter, backslope angle, and surcharge loads applied. All failure planes begin at the tail. of the facing units. For AASHTO calculations, the live load surcharge is not included in the Tmax value for pullout. Failure Plane Angle(p)= 57.0 Deg NOTE: The pullout capacity is limited by the LTDS of the reinforcing layer, not the ultimate pullout capacity calculated. F*=0.67 x tan(cp) =0.67 x 0.67 = 0.45 Le= embedment length = Li-block depth-hi*Tan(90 - p) La= Li-Le sv=geogrid spacing Rc= % coverage a=scale effect correction Pullout=2 x Le x F*x sv x a x Rc TABLE OF RESULTS Elevation[ft] Normal[Ibf] Ci %Coverage Tmax[ppf] Le[ft] La[ft] 1 Pullout_[Pr][pp}] FS PO -- 26.00 0.90 100 120 10.21 17.79 2974 24.70 24.00 0.90 100 214 11.42 16.58 6655 31.10 22.00 0.90 100 321 12.64 15.36 11045 34.41 20.00 0.90 100 430 13.85 14.15 16143 37.57 18.00 0.90 100 558 15.07 12.93 21949 39.35 16.00 0.90 100 679 16.28 11.72 28463 41.93 14.00 0.90 100 795 17.50 10.50 35685 44.90 12.00 0.90 100 911 18.71 9.29 43615 47.89 10.00 0.90 100 1024 19.93 8.07 52253 51.05 8.00 0.90 100 1135 21.14 6.86 61599 54.27 6.00 0.90 100 1246 22.36 5.64 71654 57.52 4.00 0.90 100 1358 23.57 4.43 82416 60.71 2.00 0.90 100 1467 24.79 3.21 93887 63.98 Note: Calculations and quantities are for PRELIMINARY ANALYTICAL USE ONLY and MUST NOT be used for final n or construction without the independent review, verification, and approval by a qualified professional engineer. UltraWall 5.0.19183 14