If in Figure 8.19 B₁ = 5.0 m, B₂=3.0 m, H = 4 m, z = 3 m, and the embankment applies a force of 137 kN/m2, the stress increase experienced 3 m (z = 3 m) below the bottom right corner point of the figure is, B₂- ** FIGURE 8.19 Embankment loading 105.58 kN/m² 62.34 kN/m² Ⓒ150.78 kN/m² Ⓒ224.88 kN/m² -9-yl
If in Figure 8.19 B₁ = 5.0 m, B₂=3.0 m, H = 4 m, z = 3 m, and the embankment applies a force of 137 kN/m2, the stress increase experienced 3 m (z = 3 m) below the bottom right corner point of the figure is, B₂- ** FIGURE 8.19 Embankment loading 105.58 kN/m² 62.34 kN/m² Ⓒ150.78 kN/m² Ⓒ224.88 kN/m² -9-yl
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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