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Question 2: For the footing given below, calculate the ultimate bearing capacity (qu or qf) and net ultimate bearing capacity (qns) of the footing given below using General Bearing Capacity Equation. General shear failure occurs in the soil and the relevant information are given below. There is no ground water level. It has been observed that resultant load acting on the footing is vertical. However, resultant load creates an eccentricity (only one-way eccentricity), therefore, a moment. The eccentricity is e = 0.5 m le Df = 3 m бт х бт Soil c' = 3 kPa o' = 30° Ym = 19 kN/m³ Center Line

Question 2: For the footing given below, calculate the ultimate bearing capacity (qu or qf) and net ultimate bearing capacity (qns) of the footing given below using General Bearing Capacity Equation. General shear failure occurs in the soil and the relevant information are given below. There is no ground water level. It has been observed that resultant load acting on the footing is vertical. However, resultant load creates an eccentricity (only one-way eccentricity), therefore, a moment. The eccentricity is e = 0.5 m le Df = 3 m бт х бт Soil c' = 3 kPa o' = 30° Ym = 19 kN/m³ Center Line

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question 2: For the footing given below, calculate the ultimate bearing capacity (q, or qf) and net ultimate bearing capacity (qnf) of the footing given below using General Bearing Capacity Equation. General shear failure occurs in the soil and the relevant information are given below. There is no ground water level. It has been observed that resultant load acting on the footing is vertical. However, resultant load creates an eccentricity (only one-way eccentricity), therefore, a moment. The eccentricity is e = 0.5 m le Df = 3 m 6m x 6m Soil c' = 3 kPa O' = 30° Ym = 19 kN/m³ Center Line
Transcribed Image Text:Question 2: For the footing given below, calculate the ultimate bearing capacity (q, or qf) and net ultimate bearing capacity (qnf) of the footing given below using General Bearing Capacity Equation. General shear failure occurs in the soil and the relevant information are given below. There is no ground water level. It has been observed that resultant load acting on the footing is vertical. However, resultant load creates an eccentricity (only one-way eccentricity), therefore, a moment. The eccentricity is e = 0.5 m le Df = 3 m 6m x 6m Soil c' = 3 kPa O' = 30° Ym = 19 kN/m³ Center Line
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