[TowerTalk] bending moment

[Mark Brown]

Hi
	Can someone with the MARC program do a quick calculation of
2 sq ft of windload 20 feet above the tower top at 90mph
winds? Need to figure out if I can get away with 2 inch sked
80 or if I am going to have to order a real mast. BTW top of
the tower will be at 22 feet most of the time (cranked down
unless I need it up).
		Thanks
		Mark

-- 
en24gp 6m through 1296, BBQ rules, icq 41823284

--
FAQ on WWW:               http://www.contesting.com/towertalkfaq.html
Submissions:              towertalk@contesting.com
Administrative requests:  towertalk-REQUEST@contesting.com
Problems:                 owner-towertalk@contesting.com
Search:                   http://www.contesting.com/km9p/search.htm