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
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Chapter2: Loads On Structures
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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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