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**CE2201 MECHANICS OF SOLIDS**

**CE2251 SOIL MECHANICS**

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**10me34 Mechanics of materials**

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**CE2257 STRENGTH OF MATERIALS LABORATORY**

**CE 2404 PRESTRESSED CONCRETE STRUCTURE**

## A 2 m × 4 m rectangular footing has to carry a uniformly distributed load of 120 kPa. As per the 2:1 dispersion method of stress distribution, the increment in vertical stress (in kPa) at a depth of 2 m below the footing is __________

## Solve the numerical with proper steps.

Asked On2019-07-05 14:45:30 by:Jaynil-Gaglani

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