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The rigid link ABE as shown in Figure 2 is subjected to a vertical point load of 25 kN at A. It is supported by a pin at D and a short aluminum EF. A steel wire BC having an unstretched length of 110 mm is also supporting the rigid link at C. The cross sectional area for the steel wire BC is 35.50 mm2 . On the other hand, a short aluminum block EF having unloaded length of 75 mm and cross sectional area of 40 mm2 . The elastic modulus for steel and aluminum are 200 GPa and 70 GPa, respectively. i) Determine the average normal stress in the steel wire BC and aluminum block. ii) Determine the displacement for points B and E of the link subjected to the vertical load applied.
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