Question

A footing, 2 m. x 3 m. in plan and 0.50 m. thick, is designed to...

A footing, 2 m. x 3 m. in plan and 0.50 m. thick, is
designed to support a 0.50 m. square column. Due to
architectural requirement, the column is so located that
its external face is flush with the shorter edge of the
footing. The column, however, is located along the minor
principal axis of the footing. The column load, including
the weight of the column itself, is 80 kN. Assume the
concrete to weigh 24 kN/m3.

1.) Evaluate the maximum pressure induced on the
supporting soil, in kPa.

2.)Evaluate the pressure at a point exactly below the
column

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Answer #1

The fig. shows the Footing and Column location Column in acting ·al an eccentricity of e = 1.5 - 1.5 - Oops y کوہ - 1.25m * VUp Vote the Solution. Thank you ?... Stay Safe

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Answer #2

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    Question 2 The soil profile at a level site consists of a 3-m thick layer of sandy clay, overlaying an 8-m thick layer of loose sand, overlaying stiff gravelly clays that extend to depths greater than 20 m. The water table is at a depth of 2 m and the ground water is initially hydrostatic. The total unit weight of the upper sandy clay, above or below the water table, is 18 kN/m3. The total unit weight of the loose...

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