st unit weight of soil, gamma = 134 pcf factor of safety, FS = 3 quare footing carries the proposed total load of 640 kips (Q). XXXX Ø = 30° c=0 v=0.35 E = 450,000 lb/ft² I= 0.88 llowable bearing capacity, qa = B =? D x B psf (only numeric equired dimension, B in terms of bearing capacity= ft

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