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A circular footing of diameter 4m is loaded with 200 kN/m2 of load intensity. The vertical stress increment (kN/m2) at 6m depth below the footing will be?
    Correct answer is between '29,30'. Can you explain this answer?
    Verified Answer
    A circular footing of diameter 4m is loaded with 200 kN/m2of load inte...
    Concept:
    Vertical stress increment is given by:
    r = radius of circular area
    z = depth of soil stata
    q = uniformly distributed circular load
    Calculation:
    z = 6 m
    q = 200 kN/m2
    σz = 29.2 kN/m2
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    Most Upvoted Answer
    A circular footing of diameter 4m is loaded with 200 kN/m2of load inte...
    Given:
    Diameter of footing (D) = 4m
    Load intensity (q) = 200 kN/m2
    Depth of point (z) = 6m

    To find:
    Vertical stress increment at 6m depth below the footing.

    Solution:
    We can use Boussinesq's equation to find the vertical stress increment at a point below the footing.

    Boussinesq's equation is given by:

    δσz = (q*D/π) * [(1 + ν)/(1 - ν)] * [(z + d)/((z + d)2 + (r2))]3/2

    where,
    δσz = vertical stress increment at a depth z below the footing
    q = load intensity
    D = diameter of footing
    ν = Poisson's ratio of soil
    z = depth of point below the footing
    d = depth of footing below the ground surface
    r = radial distance from the center of the footing to the point below which stress is to be determined

    For circular footing, we can take d = D/2.

    At a depth of 6m below the footing, the value of d + z = 6m.

    To find the value of r, we can use the Pythagorean theorem.

    r2 = (D/2)2 + z2

    r2 = (4/2)2 + 62

    r2 = 22

    r = 2√2

    Putting the values in Boussinesq's equation, we get:

    δσz = (200*4/π) * [(1 + 0.3)/(1 - 0.3)] * [(6 + 2)/(62 + (2√2)2)]3/2

    δσz = 29.22 kN/m2 (approx)

    Therefore, the vertical stress increment at a depth of 6m below the footing is 29.22 kN/m2 (approx).

    Answer: 29,30.
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    A circular footing of diameter 4m is loaded with 200 kN/m2of load intensity. The vertical stress increment (kN/m2) at 6m depth below the footing will be?Correct answer is between '29,30'. Can you explain this answer?
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