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Calculate the forces in the members CG and CF for the truss shown.
$$F_{CG} = \sqrt 5 kN, F_{CF} = 1 kN$$
$$F_{CG} = \sqrt 3 kN, F_{CF} = 2 kN$$
$$F_{CG} = 2 kN, F_{CF} = \sqrt 1 kN$$
$$F_{CG} = \sqrt 5 kN, F_{CF} = 2 kN$$
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