Q2: Compute the total stresses, which induced from geostatic stress and increase vertical stress from circular foundation under points A and B to 3 and 6 m depth from the base of the foundation. The foundation was constructed at 2.0 m below the natural ground level (NGL). The surface load intensity is 330 kN/m². R1= 4, (calculate R2 from the drawing, do not assume it). Assume any other parameter you need in your answer.
Q2: Compute the total stresses, which induced from geostatic stress and increase vertical stress from circular foundation under points A and B to 3 and 6 m depth from the base of the foundation. The foundation was constructed at 2.0 m below the natural ground level (NGL). The surface load intensity is 330 kN/m². R1= 4, (calculate R2 from the drawing, do not assume it). Assume any other parameter you need in your answer.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Q2: Compute the total stresses, which induced from geostatic stress and increase vertical stress
from circular foundation under points A and B to 3 and 6 m depth from the base of the foundation.
The foundation was constructed at 2.0 m below the natural ground level (NGL). The surface load
intensity is 330 kN/m². R1= 4, (calculate R2 from the drawing, do not assume it). Assume any other
parameter you need in your answer.
Aqs net](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9c694d2a-db76-45a5-a1da-90958b3118da%2Fe234254c-3945-404a-8f81-1a5894c96cf5%2Fv6q893m_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q2: Compute the total stresses, which induced from geostatic stress and increase vertical stress
from circular foundation under points A and B to 3 and 6 m depth from the base of the foundation.
The foundation was constructed at 2.0 m below the natural ground level (NGL). The surface load
intensity is 330 kN/m². R1= 4, (calculate R2 from the drawing, do not assume it). Assume any other
parameter you need in your answer.
Aqs net
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