I am 68 and getting back into ham radio after many years, and going to put up a TA-33 at 40'. This is the current plan; I will be using a tilt plate built by NormsFab, which I already have and its built really stout and mounts with a 3/4" anchor bolt in each corner. The derrick will be two sections of Rohn 25 set in the concrete pad (vertical and parallel to) about 3 inches from the 40' tower tilt plate with a cable pulley at the top of the derrick and a winch at about 5' up on the derrick tower. The derrick will be approximately 17 feet high, (3' in the concrete) and set behind the tower about 3 inches. When the tower is in the vertical position, I will be attaching the tower to the top of the derrick with angle iron and u-bolts.
Question 1; With the tower essentially bracketed at 17 feet, and aprox 6 square feet of wind load, does it need a set of guys at the top? (Antenna will be about 25' above the derrick brackets)
Question 2; As long as 6 or more sections of 1/2" rebar are used to tie the 3'x3'x3' concrete pad together, can it be poured in 2 sections? Will a cold seam matter as long as there is plenty of steel tying it all together? At 68, I'm not sure I can mix and pour 45 bags of concrete in one day. (possibly, but not excited about that)
Any and all suggestions or critique are welcome.
Question 1; With the tower essentially bracketed at 17 feet, and aprox 6 square feet of wind load, does it need a set of guys at the top? (Antenna will be about 25' above the derrick brackets)
Question 2; As long as 6 or more sections of 1/2" rebar are used to tie the 3'x3'x3' concrete pad together, can it be poured in 2 sections? Will a cold seam matter as long as there is plenty of steel tying it all together? At 68, I'm not sure I can mix and pour 45 bags of concrete in one day. (possibly, but not excited about that)
Any and all suggestions or critique are welcome.