A square foundation is shown in Figure 4.30, with e = 0.3 m and eg = 0.15 m. Assume two-way eccentricity, and determine the ultimate load, Q. Sánd 18 kN/m 30 0.7 1.5 m x 1.5 m = 0.15 m 1.5 m m Figure 4.30 An eccentrically loaded foundation 1.5 m
A square foundation is shown in Figure 4.30, with e = 0.3 m and eg = 0.15 m. Assume two-way eccentricity, and determine the ultimate load, Q. Sánd 18 kN/m 30 0.7 1.5 m x 1.5 m = 0.15 m 1.5 m m Figure 4.30 An eccentrically loaded foundation 1.5 m
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter6: Shallow Foundations: Ultimate Bearing Capacity
Section: Chapter Questions
Problem 6.9P: A column foundation (Figure P6.9) is 3 m × 2 m in plan. Given: Df = 1.5 m, ф′ = 25°, c′ = 70 kN/m2....
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![A square foundation is shown in Figure 4.30, with e = 0.3 m and eg = 0.15 m. Assume
two-way eccentricity, and determine the ultimate load, Q
%3D
Sảnd
18 kN/m
30
1.5 m x 1.5 m
R= 0.15 m
15 m
EL
0.3 m
Figure 4.30 An eccentrically loaded
foundation
1.5 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F57e0d959-8a36-4075-a8f8-62842dcb6058%2Fbe670058-84c8-4293-888d-59c9c4dd7a32%2Foe56e7l_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A square foundation is shown in Figure 4.30, with e = 0.3 m and eg = 0.15 m. Assume
two-way eccentricity, and determine the ultimate load, Q
%3D
Sảnd
18 kN/m
30
1.5 m x 1.5 m
R= 0.15 m
15 m
EL
0.3 m
Figure 4.30 An eccentrically loaded
foundation
1.5 m
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