A 1.4-meter-diameter circular footing has its bottom 1.72 m. below the ground surface. Unit weight of soil is 18.7 kn/m3, unconfined compressive strength = 157 kPa. Use angle of internal friction = 25° (Nc = 29.7, Nq = 13.8, = 9.3). Compute the allowable bearing capacity (in kPa) that the footing could carry. Use FS = 2.3. Use stored value. Answer in 5 decimal places
A 1.4-meter-diameter circular footing has its bottom 1.72 m. below the ground surface. Unit weight of soil is 18.7 kn/m3, unconfined compressive strength = 157 kPa. Use angle of internal friction = 25° (Nc = 29.7, Nq = 13.8, = 9.3). Compute the allowable bearing capacity (in kPa) that the footing could carry. Use FS = 2.3. Use stored value. Answer in 5 decimal places
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 1.4-meter-diameter circular footing has its bottom 1.72 m. below the ground surface. Unit weight of soil is 18.7 kn/m3, unconfined compressive strength = 157 kPa. Use angle of internal friction = 25° (Nc = 29.7, Nq = 13.8, = 9.3). Compute the allowable bearing capacity (in kPa) that the footing could carry. Use FS = 2.3. Use stored value. Answer in 5 decimal places.
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