Soil Mechanics and Foundation Engineering - Civil Engineering Questions and Answers

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Discussion :: Soil Mechanics and Foundation Engineering

If L and B are the length and breadth of a footing, e the eccentricity along the length and P and Q are the axial force and bearing capacity of the soil, then, to avoid tension,

BL = $\frac { P } { Q}$ [ 1 + $\frac { 6e } { L }$ ]

BL = $\frac { Q } { P}$ [ 1 + $\frac { 6e } { L }$ ]

BL = $\frac { P } { Q}$ [ 1- $\frac { 6e } { L }$ ]

BL = $\frac { P } { Q}$ [ 1 - $\frac { 3e } { L }$ ]

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Answer : Option A

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