Question 2. A truss structure is shown in Figure 2. Consider points A and F have...

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Solving ② and , we get JH =0 F ΤΗ = 2.55 KN .. The forces in the members IH, JH and Co are 2.55KN compressive, O and 2.0625 K Force developed in member IH is 2.55 KN Compressive, memberJ is 0 and member CD is 2.0625 KN Tensile.

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