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Find the increase of pressure at points A and B due to a loading q=400 kPa placed on the given foundation. 3m 2. AO AO 3m CLAY B PLAN VIEW DI. 5m CAND 4 m 3m 3m 2m 6 m 2m

Find the increase of pressure at points A and B due to a loading q=400 kPa placed on the given foundation. 3m 2. AO AO 3m CLAY B PLAN VIEW DI. 5m CAND 4 m 3m 3m 2m 6 m 2m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Find the increase of pressure at points A and B due to a loading q=400 kPa placed on the given foundation. 2. A O AO 3 m CLAY B 3 m PLAN VIEW 5m SAND 4 m 3 m 3 m 2 m H 6m 2 m ZA=6m NAN 23 ATA-D.DD5*23*400=46RPD ZB=4m NB~ 46,5 4√²B=0.005*46,5*400=93 kPa
Transcribed Image Text:Find the increase of pressure at points A and B due to a loading q=400 kPa placed on the given foundation. 2. A O AO 3 m CLAY B 3 m PLAN VIEW 5m SAND 4 m 3 m 3 m 2 m H 6m 2 m ZA=6m NAN 23 ATA-D.DD5*23*400=46RPD ZB=4m NB~ 46,5 4√²B=0.005*46,5*400=93 kPa
A B Influence value = 0.005 POINT B POINTA
Transcribed Image Text:A B Influence value = 0.005 POINT B POINTA
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