Using Meyerhof's General Bearing Capacity Equation, calculate the Net Allowable Bearing Capacity of the footing shown with the following data: For SOIL, Cohesion, c = 19 kPa The angle of internal friction =23 Unit weight of moist soil, y = 19 kN/m3 Unit weight of submerged soil, ysub= 11 kN/m3 For footing, X=4.2m Y=3.5m Df=3.2m Use a Factor of Safety of 3 The load is inclined at an angle with the vertical Beta, B = 33 degrees Note: As much as possible round off only on the final answer.
Using Meyerhof's General Bearing Capacity Equation, calculate the Net Allowable Bearing Capacity of the footing shown with the following data: For SOIL, Cohesion, c = 19 kPa The angle of internal friction =23 Unit weight of moist soil, y = 19 kN/m3 Unit weight of submerged soil, ysub= 11 kN/m3 For footing, X=4.2m Y=3.5m Df=3.2m Use a Factor of Safety of 3 The load is inclined at an angle with the vertical Beta, B = 33 degrees Note: As much as possible round off only on the final answer.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Using Meyerhof's General Bearing Capacity Equation, calculate the Net Allowable Bearing Capacity of the footing shown with the following data:
For SOIL,
Cohesion, c = 19 kPa
The angle of internal friction =23
Unit weight of moist soil, y = 19 kN/m3
Unit weight of submerged soil, ysub= 11 kN/m3
For footing,
X=4.2m
Y=3.5m
Df=3.2m
Use a Factor of Safety of 3
The load is inclined at an angle with the vertical Beta, B = 33 degrees
Note:
As much as possible round off only on the final answer.
Transcribed Image Text:ВАСKFILL
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