Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:3. Calculate and draw to scale the earth pressures along the back of the retaining wall
in the Figure 1. Then calculate the over-turning moment around point o .
p = 1800 kg/m3
C = 0 kPa
1.5m
P = 22
p = 1600 kg/m³
c =15 kPa
O = 18
1.5m
0.5m
Point O
0.5m
1m
Figure 1
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