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compressive strengths/column bending failure | |||
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Posted by: rondolphin ® 08/27/2005, 20:01:27 Author Profile Mail author Edit |
Hi all
I am restoring a S&S designed 24' sailboat built in 1960. The mast is deck stepped and is supported in the cabin by a 1 1/4' "standard" unsupported aluminum pipe 5' long. This pipe is stepped in a fitting that in fastened to the lead keel. For a number of reasons I want to replace this pipe with a red or white oak post, 2"x3". The 3" dimemsion is in the fore and aft position and one side of the post will be supported by a structural bulkhead which should alleviate any concerns about column failure in the side to side direction. I don't know the loads involved but they are not eccentric and I do have the original specs that specified the aluminum pipe (it lasted 40+ years. So, What I would like to know is the compressive strength of the two struts, and the unsupported, non eccentric load column strengths of the 1 1/4" "standard" aluminum pipe and the 2"x3" oak post. Thanks Ron |
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