footing and soil block weight which is 250 100 116 = 466 plf This matches the ta-bled value The solid grouted CMU wall wall wt 3 33 × 63 psf = 210 plf 16 footing and 5 soil wedge calculations are the same as above The total withdrawal is the sum = 210 100 116 = 426 plf just as found in the Table