Question: Problem 3 : A uniform loading of 3 0 0 kPa is applied to the circular, flexible footing ( F 1 ) shown below (

Problem 3: A uniform loading of 300kPa is applied to the circular, flexible footing (F1) shown below (i.e. you may
assumue uniform distribution of the load over the surface of the footing). Similarly, a rectangular flexible footing
(F2) is subjected to a uniform loading of 100kPa. Using a Newmark Chart, find the total increase in vertical stress
at point A,4m below the right edge of F1, as shown in the figure, due to the combined load of the two footings.
Problem 3 : A uniform loading of 3 0 0 kPa is

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