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Engineering · Mechanical Engineering
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(e) A rectangular steel plate of 10 mm thickness as shown in Figure Q3 is subjected to 100 kN/m2 linearly varying traction force and 10 kN point load. The plate has modulus of elasticity of 200 GPa and Poissons ratio of 0.3. By using CST elements as shown, determine: 0) the unknown displacements (ii) the stresses at point P 20 marks] 2 6 2 100 kN/m2 2 10 kN 2 0.5 m im Figure Q3

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