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Imagine us cutting through a structural member to

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Answer #1

let the tension in the rope is T , now we will take its components
TSin30 will be the vertical component and TCos30 will be the horizontal component.
HOrizontal component will cancel their effect and vertical will be add up.
Therefore
2TSin30 = 3500
T =3500 lb.
Now in the cable say tension is F
its vertical component would be FCos2 and that will be equal to the weight of the componet
FCos2 = 3500
F = 3502.133 lb

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