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Total 3 documents matching your query.

1. Aluminum Tower idiosyncracy (score: 1): Author: vince@isolab.com (Vince Greczanik); Date: Mon, 10 Feb 1997 15:39:57 -0800; I have an aluminum Universal tower which has splits in the lower leg sections. Has anyone had any success in repairing this anomaly? Or should I just leave well it alone - I fear that heat due to wel; /archives//html/Towertalk/1997-02/msg00248.html (8,684 bytes)
2. Aluminum Tower idiosyncracy (score: 1): Author: k0rc@pclink.com (Robert Chudek); Date: Tue, 11 Feb 1997 23:48:33 +0000; Yes, I replaced my 30" base section with two new 30" sections (took out a 22" straight section further up) to increase the wind load capacity. I brought the damaged section to a professional welder w; /archives//html/Towertalk/1997-02/msg00254.html (9,555 bytes)
3. Aluminum Tower idiosyncracy (score: 1): Author: geoiii@bga.com (george fremin iii); Date: Tue, 11 Feb 1997 18:11:08 -0600 (CST); tower. Yep - as I pointed out about the cable clamps. typical stainless steel 90,000 psi Grade 5 SAE 120,000 psi Grade 8 SAE 150,000 psi The above info is from the Carroll Smith book. There is ALOT; /archives//html/Towertalk/1997-02/msg00257.html (7,716 bytes)

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