[TowerTalk] New Tower Construction - Questions
K7LXC@aol.com
K7LXC@aol.com
Thu, 31 Aug 2000 14:56:24 EDT
In a message dated 08/31/2000 11:25:16 AM Pacific Daylight Time,
johnfarr@ro.com writes:
> Rohn does not specify any (rebar) for a guyed 25G tower.
All of your well reasoned engineering comments aside, where do you get
the idea that no rebar is needed? Rohn Dwg. #C 610621 "Concrete Base
Schedule" (dating back to 1976) is referred to by the various drawings for
guyed 25G towers as using a CB1 Base. It also states using four #6 pieces of
rebar for the verticals and none for the horizontals. It also shows the
placement of the rebar on the drawing. (The drawing is confusing because it
shows horizontals being used in bases CB1 thru CB6.)
If your Rohn specs don't show these specs, you don't have the latest
information and I encourage you to get up-to-date. There have been at least
three revisions of the TIA-222 in the last ten years that I know of so the
specs DO CHANGE.
Since many times the rebar isn't structural but to prevent concrete
shrinkage and cracking, I'll continue to not only follow the manufacturer's
specifications but I'll also put in additional pieces if necessary.
Cheers, Steve K7LXC
Tower Tech
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