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A continuous foundation is shown in Figure 6.34. Estimate the inclined ultimate load, Quleir per unit length of the foundation. 20° y = 16 kN/m o' = 35° c = 0 1m 0.15 m -1.5 m FIGURE 6.34 Eg. 6.89 B°\2-(D/B) 1- Qde) = q,B1-:

A continuous foundation is shown in Figure 6.34. Estimate the inclined ultimate load, Quleir per unit length of the foundation. 20° y = 16 kN/m o' = 35° c = 0 1m 0.15 m -1.5 m FIGURE 6.34 Eg. 6.89 B°\2-(D/B) 1- Qde) = q,B1-:

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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Solve the attached question using Eq. (6.89) attached

A continuous foundation is shown in Figure 6.34. Estimate the inclined ultimate load, Quleir per unit length of the foundation. 20° y = 16 kN/m o' = 35° c = 0 1m 0.15 m -1.5 m FIGURE 6.34 Eg. 6.89 B°\2-(D/B) 1- Qde) = q,B1-:
Transcribed Image Text:A continuous foundation is shown in Figure 6.34. Estimate the inclined ultimate load, Quleir per unit length of the foundation. 20° y = 16 kN/m o' = 35° c = 0 1m 0.15 m -1.5 m FIGURE 6.34 Eg. 6.89 B°\2-(D/B) 1- Qde) = q,B1-:
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