Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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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
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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
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Transcribed Image Text:A B Influence value = 0.005 POINT B POINTA
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