Thanks to all who responded!
Very interesting - a got quite a few responses to my
query about steps on a mast. The consensus seems to be
some sort of angle-iron with good size u-bolts. The
interesting part was the stories illiciting the 'pucker
My next tower project will have a 40m beam at right on
top of the tower with a WARC beam about 15' above that.
I hope never to have to, but I'm trying to plan for the
possiblity that I may have to get up there and do
something to it.
Anyway, thanks for the datums - again!
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