(10*6) m and (10*8) m are shown in and (10*8) Q3: The two rectangular footings two rectangular Q3: The Figure (3). Calculate the immediate settlement at point A footings with dimensions (10*6) ma with dimensions

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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D 1.0 m
1.5 m
2.0 m
3.0 m
40
E1 = 40000 kN/m2, n = 0.3
E2 = 60000 kN/m2
Ex = 30000 kN/m2
Figure (3)
هندسه
ution Manual
م و حلول وه الکت
ملازم و
ran
10m
qo= 150 kN/m2
40 = 100 kN/m2
.
Q3: The two rectangular footings with dimensions (10) ge
Figure (3). Calculate the immediate settlement at point
2m
t
6m
VG @solution Manua
1.5 m
2.0 m
8m
m and (10*8) m are shown in
Transcribed Image Text:D 1.0 m 1.5 m 2.0 m 3.0 m 40 E1 = 40000 kN/m2, n = 0.3 E2 = 60000 kN/m2 Ex = 30000 kN/m2 Figure (3) هندسه ution Manual م و حلول وه الکت ملازم و ran 10m qo= 150 kN/m2 40 = 100 kN/m2 . Q3: The two rectangular footings with dimensions (10) ge Figure (3). Calculate the immediate settlement at point 2m t 6m VG @solution Manua 1.5 m 2.0 m 8m m and (10*8) m are shown in
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