b.) Refer to Figure 1. Given: 42 = 13.6 kN/m; Xi = 2.4 m; x2 = 1.5 m; z = 1.5m. If the vertical stress increase at pt. A
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b.) Refer to Figure 1. Given: 42 = 13.6 kN/m; Xi = 2.4 m; x2 = 1.5 m; z = 1.5m. If the vertical stress increase at pt. A
b.) Refer to Figure 1. Given: 42 = 13.6 kN/m; Xi = 2.4 m; x2 = 1.5 m; z = 1.5m. If the vertical stress increase at pt. A due to the loadings is 2.3 kPa, determine the value of 01. Line load = 41 Line load = 42 X1 Δσ, Figure 1 X2
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