Question: A 6 . 5 ' x 6 . 5 ' shallow foundation is subjected to a load of 1 8 0 kips. The soil beneath

A 6.5' x 6.5' shallow foundation is subjected to a load of 180 kips. The soil beneath the foundation is a sandy soil with the following properties:
Unit weight: 115 pcf
Friction Angle: 30 degrees
Cohesion: 0 psf
Determine the factor of safety against bearing capacity failure. Use the Terzaghi bearing capacity equation.

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