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AASHTO Highway Signs Standard: Appendix A

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Is there anybody familiar with the "Standard Specifications For Structural
Supports For Highway Signs, Luminaires and Traffic Signals" document? 

Appendix A gives a detailed procedure for analyzing "Span Wire Structures".
Are there any limitations for using this procedure e.g. for small
deflections or cable sags only? Is Eq. A-14 appropriate for large
displacements?

Thanks in advance...

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