AgTalk Home
AgTalk Home
Search Forums | Classifieds (40) | Skins | Language
You are logged in as a guest. ( logon | register )

Tower bracing question
View previous thread :: View next thread
   Forums List -> Machinery TalkMessage format
 
john holland
Posted 5/27/2009 23:18 (#725232 - in reply to #725088)
Subject: RE: Tower bracing question


SE MN
Without analyzing the whole thing for the intended loads, I can't say if you need the other braces or not. I will say that the brace configuration you show is uncommon. The problem is that if the square side wants to rack one direction, it is fine because it puts the diagonal in tension, but if it racks the other direction, the diagonal goes into compression and a skinny tube like that will buckle before carrying much compression. When you use x braces, there is a member to handle tension for either direction.

Usually, they use x braces and crush the middle of each brace flat so that they can lap close to each other and it makes a handy place to bolt the braces together.

Top of the page Bottom of the page


Jump to forum :
Search this forum
Printer friendly version
E-mail a link to this thread

(Delete cookies)