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Unformatted text preview: , at point A with the following values: q 1 = 60 kN/m x 1 = 1.5 m z = 1.5 m q 2 = 40 x 2 = 0.5 m Line load = q 1 Line load = q 2 x 1 z A x 2 Problem 4 Consider a circularly loaded flexible area on the ground surface. Given radius of circular area, R = 3 m, and uniformly distributed load, q = 250 kN/m2, calculate the vertical stress increase, , at a point located 2.5 m below the ground surface (immediately below the center of the circular area). Problem 5 Refer to Figure 3. Given B = 4 m, q = 20kN/m2, x = 1.5 m, and z = 2 m, determine the vertical stress increase, , at a point A....
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This note was uploaded on 10/29/2011 for the course CEG 3011 taught by Professor Staff during the Spring '07 term at FSU.
 Spring '07
 staff

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