For an eccentrically loaded continuous foundation on sand, given B = 1.53 m, Df = 1.59 m, e/B = 0.15 (one- way eccentricity), unit weight of soil = 17.92 kN/m³, and ø = 35. Using Meyerhof effective area method, estimate the ultimate load per unit length of the foundation.
For an eccentrically loaded continuous foundation on sand, given B = 1.53 m, Df = 1.59 m, e/B = 0.15 (one- way eccentricity), unit weight of soil = 17.92 kN/m³, and ø = 35. Using Meyerhof effective area method, estimate the ultimate load per unit length of the foundation.
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 6.21P: Consider a continuous foundation of width B = 1.4 m on a sand deposit with c = 0, = 38, and = 17.5...
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Note: Do not round off at course of your solution. Round off only in the final asnwer (Use 4 decimal places in you final answer)
![For an eccentrically loaded continuous foundation on sand, given B = 1.53 m, Df = 1.59 m, e/B = 0.15 (one-
way eccentricity), unit weight of soil = 17.92 kN/m°, and o = 35. Using Meyerhof effective area method,
estimate the ultimate load per unit length of the foundation.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F31817a1b-0e7c-480d-90d7-b28c34237646%2F32a53469-4241-48cc-a8c2-b7d5fffbfd6c%2Frsl1vi_processed.jpeg&w=3840&q=75)
Transcribed Image Text:For an eccentrically loaded continuous foundation on sand, given B = 1.53 m, Df = 1.59 m, e/B = 0.15 (one-
way eccentricity), unit weight of soil = 17.92 kN/m°, and o = 35. Using Meyerhof effective area method,
estimate the ultimate load per unit length of the foundation.
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