Geotechnical engineering ( Civil Engineering) X = 6.9 Calculate lateral pressure at 2, 4, and 6m below the top on a retaining wall as shown in Fig. 1. 0.6m wide 10kN/m² (max) Roll No. 1-10 11-20 21-30 31-50 51-onwards X R 0.4R 0.3R 0.2R 0.1R 6m Xm -30° Y-15 kN/m²

Structural Analysis
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Chapter2: Loads On Structures
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Geotechnical engineering (Civil Engineering)
X = 6.9
Calculate lateral pressure at 2, 4, and 6m below the top on a retaining wall as
shown in Fig. 1.
0.6m wide 10kN/m²(max)
Xm
Roll No.
X
1-10
R
11-20
0.4R
21-30
0.3R
31-50
0.2R
6m
51-onwards
0.1R
Show transcribed image text
-30°
Y-15 kN/m²
Fig. 1
Transcribed Image Text:Geotechnical engineering (Civil Engineering) X = 6.9 Calculate lateral pressure at 2, 4, and 6m below the top on a retaining wall as shown in Fig. 1. 0.6m wide 10kN/m²(max) Xm Roll No. X 1-10 R 11-20 0.4R 21-30 0.3R 31-50 0.2R 6m 51-onwards 0.1R Show transcribed image text -30° Y-15 kN/m² Fig. 1
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