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A square foundation is shown in Figure 6.31, with e, = 0.3 m and eg = 0.15 m. Assume two-way eccentricity, and determine the ultimate load, Qur Sand y = 18 kN/m³ d' = 30° c' = 0 0.7 m 1.5 m x 1.5 m eeg = 0.15 m 1.5 m e, ='0.3 m FIGURE 6.31 An eccentrically 1.5 m loaded foundation

A square foundation is shown in Figure 6.31, with e, = 0.3 m and eg = 0.15 m. Assume two-way eccentricity, and determine the ultimate load, Qur Sand y = 18 kN/m³ d' = 30° c' = 0 0.7 m 1.5 m x 1.5 m eeg = 0.15 m 1.5 m e, ='0.3 m FIGURE 6.31 An eccentrically 1.5 m loaded foundation

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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A square foundation is shown in Figure 6.31, with e, = 0.3 m and eg = 0.15 m. Assume two-way eccentricity, and determine the ultimate load, Qur Sand y = 18 kN/m³ d' = 30° c' = 0 0.7 m 1.5 m x 1.5 m eeg = 0.15 m 1.5 m e, ='0.3 m FIGURE 6.31 An eccentrically 1.5 m loaded foundation
Transcribed Image Text:A square foundation is shown in Figure 6.31, with e, = 0.3 m and eg = 0.15 m. Assume two-way eccentricity, and determine the ultimate load, Qur Sand y = 18 kN/m³ d' = 30° c' = 0 0.7 m 1.5 m x 1.5 m eeg = 0.15 m 1.5 m e, ='0.3 m FIGURE 6.31 An eccentrically 1.5 m loaded foundation
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