D a Example 2.1: Figure 2.7 shows a homogeneous half-space subjected to two circular loads, each 10 in. (254 mm) in diam

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D A Example 2 1 Figure 2 7 Shows A Homogeneous Half Space Subjected To Two Circular Loads Each 10 In 254 Mm In Diam 1 (33.51 KiB) Viewed 28 times

D a Example 2.1: Figure 2.7 shows a homogeneous half-space subjected to two circular loads, each 10 in. (254 mm) in diameter and spaced at 20 in. (508 mm) on centers. The pressure on the circular area is 50 psi (345 kPa). The half-space has elastic modulus 10,000 psi (69 MPa) and Poisson ratio 0.5. Deter- mine the vertical stress, strain, and deficction at point A which is located 10 in. (254 mm) below the center of one circle. radus &=5 -10 in. 50 psi 10 in. 50 psi E - 10.000 psi -0.5 10 in ght ceel 20 in. FIGURE 2.7 Example 21 (1 in. = 25.4 mm. psi = 6.9 kPa). 9.W-?