A point load P of 60 kips exists on beam AE in Figure P6.10. A cable and two posts are added beneath the beam to counteract this load. Determine the required force in the cable such that it generates a moment in the beam that is the equal in magnitude but opposite in direction to the moment due to load P. Determine the axial forces in posts, the axial force in the beam AE and reactions at A and E.
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