Is My Rope Bridge Design Safe? Seeking Feedback on My Plans

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Discussion Overview

The discussion revolves around the safety and design considerations of a rope bridge intended to span approximately 40 feet over a pond. Participants explore the structural calculations, load distribution, and safety factors involved in the design, acknowledging the risks of constructing such a bridge without professional oversight.

Discussion Character

  • Exploratory
  • Technical explanation
  • Debate/contested

Main Points Raised

  • The original poster (OP) proposes using 3 or 4 ropes for support instead of the standard 2, suggesting this may enhance safety.
  • The OP calculates the midspan force using the formula H = w L2 / (8 d) and estimates a load of 583 lbs, not accounting for additional weight from people.
  • One participant suggests that the maximum load should be considered, particularly with people potentially standing at one edge, which may not allow for equal load distribution across the ropes.
  • This participant also emphasizes the importance of a safety factor in the design to account for deterioration and the safety of individuals using the bridge.

Areas of Agreement / Disagreement

Participants generally agree on the need for professional design oversight and the importance of safety factors, but there is no consensus on the adequacy of the OP's calculations or the proposed design approach.

Contextual Notes

The discussion highlights uncertainties regarding load distribution and the appropriateness of the formula used by the OP, as well as the implications of not accounting for dynamic loads from people.

Who May Find This Useful

Individuals interested in structural engineering, DIY bridge construction, or safety considerations in engineering projects may find this discussion relevant.

Sundog
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I'm designing a rope bridge that will span around 40 ft over a pond. First off, I know its not recommended to build a bridge like this without having it designed by a professional. However, I plan on overbuilding it and it will not be very high. I'm also thinking about using 3 or 4 ropes to support the deck instead of the normal 2.

Using the formula H = w L2 / (8 d) I've calculated the midspan force to be around 583 lbs (estimating 350 lbs for wood, 40 foot span, and a sag of 3 feet). This is without accounting for people.

Here are my questions:
- Will the tension be distributed across the number of ropes used to support the bridge? Ex. two ropes would be 291 lbs on each rope.
- Is this the right formula to be using? Would I need to use a different formula to account for people since that weight is not even distributed?

Thank you for the help!
 
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You need to allow for the maximum number of people in the worst position, presumably the centre, standing at one edge. I think it would be difficult to ensure that the load is shared equally by the ropes and I would be inclined to make each one able to carry the full load. I presume you will also apply a factor of safety somehow, especially as things deteriorate and you may (or may not?) have people's safety involved.
 
Thread closed for Moderation...
 
Welcome to the PF. :smile:
Sundog said:
First off, I know its not recommended to build a bridge like this without having it designed by a professional.
That pretty much sums up our advice on your project. For liability reasons, we cannot allow this thread on the PF. Thread will stay closed.
 

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