A concentrically loaded isolated square footing of size 2 m x 2 m carries a concentrated vertical load of 1000 kN. Considering Boussinesq's theory of stress distribution, the maximum depth (in m) of the pressure bulb corresponding to 10% of the vertical load intensity will be (round off to two decimal all places)

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A concentrically loaded isolated square footing of size 2 m x 2 m carries a concentrated
vertical load of 1000 kN. Considering Boussinesq's theory of stress distribution, the
maximum depth (in m) of the pressure bulb corresponding to 10 % of the vertical load
intensity will be
(round off to two decimal all places)
Transcribed Image Text:A concentrically loaded isolated square footing of size 2 m x 2 m carries a concentrated vertical load of 1000 kN. Considering Boussinesq's theory of stress distribution, the maximum depth (in m) of the pressure bulb corresponding to 10 % of the vertical load intensity will be (round off to two decimal all places)
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