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Get PriceThe bottom portion of a structure's foundation that rests upon undisturbed soil.
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Get Price01/08/2022 · Assume a footing width of 6 ft, the eccentricity of footing A is e = 6/21=2'. The distance between footing reaction, L = 222=20' The eccentric moment is M = (40+50)*2=180 ftkips. The shear produced by M is, V = 180/20=9 kips. Reaction at footing A = 40+50+9 =99 kips. Net soil bearing capacity = 30002*150120=2580 psf
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