Evan,
I will be designing it and have a company build it for me I have had a
production run done for a 36' composite done before that I was very
happy with. I am familiar with the needs for buckling resistance.
I can achieve and Mod. E=10*10^6psi.
I was just looking for more peoples opinion. I have noticed that more
masts break that should.
Thanks,
Gilbert
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