solve for the following information for both conditions (each condition has different dimensions) a. Total Stress at top of the Clay Layer (start at ground surface). b. Neutral Stress at top of the Clay Layer (start at ground surface). c. Effective Stress at the top of the Clay Layer (start at ground surface). d. Increase in stress due to the proposed footing at the top of the clay layer using the 2:1 Approximate Method. e. Increase in stress at the top of the clay layer directly beneath the center of the proposed footing (using elastic method f. Increase in stress at the top of the clay layer directly beneath a corner of the proposed footing (using elastic method Key number 3 5 15 15 Ze 5 10 X 10 10 5 5 4 ft X y N WT Clay Firm- Z P = B 500 kips Sand B = 10 x 10 % = 110 pcf = 32 7' = 60 pcf ' = 30 6=0 y = 120 pcf eo=1.11 Ce=0.42