Eliminate Compression Post? Calculation of Force
For you structural engineers out there.
Anybody out there have a sense of how hard it would be to remove a mizzen compression post and replace the support function with an arch/box structure and side tie ins? I want the open space.
It is a 56 foot steel ketch and I assume that there is some downward force design load on the mizzen mast that, if met by the arch/box and distributed into the topsides could allow the removal of the post.
How is mast downward force calculated?
You really need to consult with a marine architect for this type of modification. I doubt your insurance company will approve of the modification otherwise, and it would adversely affect your coverage, should any damage occur to the mizzen or aft deck.
I believe this is a very bad idea..
On my own boat, I have modified it and it is now a RUM reserve with a capacity of 10 liters of rum..
Have a look at « THE COMPLETE ANCHORING HANDBOOK “on :
OK I will do than with the Main!
|All times are GMT -4. The time now is 12:46 AM.|
Powered by vBulletin® Version 3.8.7
Copyright ©2000 - 2015, vBulletin Solutions, Inc.
SEO by vBSEO 3.6.1
(c) Marine.com LLC 2000-2012