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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
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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