43. A footing 3 m x 3 m (10 ft x 10 ft) is designed to carry a 200-tonne (220-ton) load. Find the stress level at 0, 5, 10, 15, and 20 ft using the 2:1, Boussinesq, and Westergaard methods. Compare the answers obtained. Which would likely be used for checking the adequacy of the soil? Explain.
43. A footing 3 m x 3 m (10 ft x 10 ft) is designed to carry a 200-tonne (220-ton) load. Find the stress level at 0, 5, 10, 15, and 20 ft using the 2:1, Boussinesq, and Westergaard methods. Compare the answers obtained. Which would likely be used for checking the adequacy of the soil? Explain.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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43

Transcribed Image Text:43. A footing 3 m x 3 m (10 ft x 10 ft) is designed to
carry a 200-tonne (220-ton) load. Find the stress level
at 0, 5, 10, 15, and 20 ft using the 2:1, Boussinesq,
and Westergaard methods. Compare the answers
obtained. Which would likely be used for checking
the adequacy of the soil? Explain.
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