What is the vertical stress at point A, located 3 m below ground surface, due to the two point loads P1 and P2? Given: P1=300 kN and r1= 3.0 m: P2-500 kN and r2= 0.9 m. The variation of h with the ratio r/z is shown in the table. Give your answer in kPa rounded to 1 decimal place (Do not enter the units). Use a comma for the decimal.
What is the vertical stress at point A, located 3 m below ground surface, due to the two point loads P1 and P2? Given: P1=300 kN and r1= 3.0 m: P2-500 kN and r2= 0.9 m. The variation of h with the ratio r/z is shown in the table. Give your answer in kPa rounded to 1 decimal place (Do not enter the units). Use a comma for the decimal.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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