Of= l.om 1.5 2 m 3 m The two rectangular footings with dimensions (10*6) m and (10*8) m are shown in Figure (3). Calculate the immediate settlement at point A %0 7113 E = 40000 kN/m² M = 0.3 E2 = 60000 kN/m² Es = 30000 3 M=0-3 KN/m² M = 0.3 7771 Rock lom %0 = 150 6m 11.5m 2m 2m. 46 = 100 kN/m 8m
Of= l.om 1.5 2 m 3 m The two rectangular footings with dimensions (10*6) m and (10*8) m are shown in Figure (3). Calculate the immediate settlement at point A %0 7113 E = 40000 kN/m² M = 0.3 E2 = 60000 kN/m² Es = 30000 3 M=0-3 KN/m² M = 0.3 7771 Rock lom %0 = 150 6m 11.5m 2m 2m. 46 = 100 kN/m 8m
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![Of= l.om
1.5
2 m
3 m
The two rectangular footings with
dimensions (10*6) m and (10*8) m
are shown in Figure (3). Calculate the
immediate settlement at point A
%0
7113
E = 40000 kN/m² M = 0.3
E2 = 60000 kN/m²
Es = 30000
3
M=0-3
KN/m² M = 0.3
7771
Rock
lom
%0 = 150
6m
11.5m
2m
2m.
46 = 100 kN/m
8m](https://content.bartleby.com/qna-images/question/5eed04fe-f6c7-448b-a576-97534f0dd25d/0d8ae584-5bf8-4a93-83ba-5dfb3e4a054e/kqv96b_thumbnail.jpeg)
Transcribed Image Text:Of= l.om
1.5
2 m
3 m
The two rectangular footings with
dimensions (10*6) m and (10*8) m
are shown in Figure (3). Calculate the
immediate settlement at point A
%0
7113
E = 40000 kN/m² M = 0.3
E2 = 60000 kN/m²
Es = 30000
3
M=0-3
KN/m² M = 0.3
7771
Rock
lom
%0 = 150
6m
11.5m
2m
2m.
46 = 100 kN/m
8m
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