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I am considering building a tower. I am planning on using the =
following: =20
1-5/8" toprail for the legs.
3/4" conduit for the bracing.
the tower will be a "modular" design - able to be stack each section =
together. My question is, will this tower support an HF beam with a =
11.6sqft. windload??
Please e-mail any comments or suggestions to phoenix@nwi.net
Thank you
Brian - N7VCC
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<DIV><FONT color=3D#000000 size=3D2>I am considering building a =
tower. I am=20
planning on using the following: </FONT></DIV>
<DIV><FONT color=3D#000000 size=3D2>1-5/8" toprail for the =
legs.</FONT></DIV>
<DIV><FONT color=3D#000000 size=3D2>3/4" conduit for the =
bracing.</FONT></DIV>
<DIV><FONT color=3D#000000 size=3D2>the tower will be a =
"modular" design -=20
able to be stack each section together. My question is, will this =
tower=20
support an HF beam with a 11.6sqft. windload??</FONT></DIV>
<DIV><FONT color=3D#000000 size=3D2></FONT> </DIV>
<DIV><FONT color=3D#000000 size=3D2>Please e-mail any comments or =
suggestions to <A=20
href=3D"mailto:phoenix@nwi.net";>phoenix@nwi.net</A></FONT></DIV>
<DIV><FONT color=3D#000000 size=3D2>Thank you</FONT></DIV>
<DIV><FONT color=3D#000000 size=3D2>Brian - =
N7VCC</FONT></DIV></BODY></HTML>
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