Question: Problem 2 : Due to some site constraints, an L - shape footing is proposed. The footing is uniformly loaded with q = 1 0

Problem 2: Due to some site constraints, an L-shape footing is proposed. The footing is uniformly
loaded with q=100kNm2. Compute the vertical stress increments under points A,B, and C at
depth z=10m.
Plan View
Fig. 2 Problem 2
Problem 2 : Due to some site constraints, an L -

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