If the Resultant Vertical force is 45.50 kN acting at the base of the retaining wall of 1 m by 2.13 m rectangular base area for analysis, compute for the maximum soil pressure if the Resultant Vertical force acts at an eccentricity of 0.30 m. Express answer in Absolute value, in kPa rounded to the nearest whole number.
If the Resultant Vertical force is 45.50 kN acting at the base of the retaining wall of 1 m by 2.13 m rectangular base area for analysis, compute for the maximum soil pressure if the Resultant Vertical force acts at an eccentricity of 0.30 m. Express answer in Absolute value, in kPa rounded to the nearest whole number.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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If the Resultant Vertical force is 45.50 kN acting at the base of the retaining wall of 1 m by 2.13 m rectangular base area for analysis, compute for the maximum soil pressure if the Resultant Vertical force acts at an eccentricity of 0.30 m. Express answer in Absolute value, in kPa rounded to the nearest whole number.
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