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[TowerTalk] Poly rod, Fiber glass rod, Fiber Protrusion rod tension?

To: towertalk@contesting.com
Subject: [TowerTalk] Poly rod, Fiber glass rod, Fiber Protrusion rod tension?
From: CEPitts <cpitts@ec.rr.com>
Date: Sun, 13 May 2018 20:44:58 -0400
List-post: <mailto:towertalk@contesting.com>
Question: For those that have used what is commonly referred to depending on discussion “poly rod”, “fiber glass rod”, “Fiber protrusion rod”, etc. in lieu of ehs or phillystran what is the recommended tension of said rod for 5/16” rod?

I have done quite amount of research both on line and contacting manufacturers and have found nothing that I can use for a reference or make any sense due to the engineering specs the manufacturers provide me.

I am not an engineer and cannot figure out what the recommendation would be.

I have my current tower project spec’d on ROHN 55G 130 mph at 130 feet 100 % guying (130 feet) and it calls for the lower guys if using EHS spec ¼” at 665 lbs tension per guy and 5/16” at 1120 lbs tension per guy for the upper guys. (3 sets of guys, the two lower ¼”, the final upper at 5/16”)

If I am correct if I was using phillystran the tension would be the same based on the same equivalency of that material used to the EHS guy specs.

Since I am using this 5/16” “rod" on all three guy levels I want to make sure I do not under or over tension.

Rod provided was second hand (no issues, brand new) and was a great deal! I am all set to go up with tower but want to get this right before proceeding further. I have Loos gauges and Dynaometer at my disposal along with everything to get this project up as described above. Hope to get going when I get back from Dayton. From what I have determined so far it is best to tension everything up of course beginning with bottom set of guys to roughly 250 lbs + or -, get plumb and go from there with turnbuckle adjustment and get somewhere in the ball park of a safe and secure tension on final product as we go up to the final set of guys (#3) at 130 feet. 250 lbs is far off from 665 and 1120 but because of the material possibly those tension specs are not in the ball park of EHS or Phillystran? What say the group with any knowledge of using this type of guy material? When I get back from Dayton I am working on getting the tower up with a successful and safe out come? Thanks in advance , if you see me at the Crowne or the venue stop and say hi! 73! Ed K5OF
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