Recent content by mecheng2121

  1. M

    Tension on Rope Ends: Solving the Problem

    Thanks, I realize I'm assuming some things that in real-life might not be factual... like no stretch in the rope (say a steel cable instead), or rigid channels & walls. But I need to design the ball ends such that they can withstand the 100 lb distributed load. The problem I'm having is...
  2. M

    Tension on Rope Ends: Solving the Problem

    So... if I have a distributed load of say, 100 lbs and there is just enough slack to allow the rope to sag 0.50 degrees at the ends, then I have to make sure the ball ends can each withstand 5,730 lbs?!?
  3. M

    Tension on Rope Ends: Solving the Problem

    Hi, My first post and I'm hoping someone can help/verify a problem I have. I've got a rope with a ball fastened to each end. The balls are secured inside a c-channel. There is a small amount of slack in the rope such that the balls are loose inside the channel (the rope is slightly longer...
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