APPENDIX C FOUNDATION CAPACITIES TABLES - HUD | …
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.
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