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P2. For the given loading on a semi-infinite plate, find the stress field at the point A (in cartesian coordinates) (35 P) 20
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Solution (charge load Surcharge lod = 20MPa Given; the sur m -I 2m Consider 1bM fa um m*() 450 tam L4 Hee tari 5.9,89 28 5 26 5 18 26 5 surchouge load stress at pointy due to TT lo g.434 X O.64 34 O-4 Ti MN/m sP2- Tan 24354 82- 26033 5yu 28 The total Hvess field at point -A due to surcharge loads E .726 5 497 7-2274 M Pa

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