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Beginners Board
Floating Corner Brace For High Tensile Fence
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<blockquote data-quote="Aaron9876" data-source="post: 1304155" data-attributes="member: 24778"><p>I agree that the length and angle of the brace make a huge diffence as far as lifting forces. And with the floating system if you do not provide a bearing surface for the brace it will sink into the ground and the post will lean. But if the brace post provides a lateral force instead of just preventing overturning of the post according to some quick math it seems to make alot of sense. As the main problem with the floating brace is the post lifting out of the ground the system that miniimizes that force would seem to be the better option.</p><p></p><p>Im mostly just curious if there are some real world examples where this has been tried. It is possible that there are other reasons it is not done that way commonly.</p><p></p><p>Yes i do have rocky soil in some areas, other areas are top soil with clay.</p></blockquote><p></p>
[QUOTE="Aaron9876, post: 1304155, member: 24778"] I agree that the length and angle of the brace make a huge diffence as far as lifting forces. And with the floating system if you do not provide a bearing surface for the brace it will sink into the ground and the post will lean. But if the brace post provides a lateral force instead of just preventing overturning of the post according to some quick math it seems to make alot of sense. As the main problem with the floating brace is the post lifting out of the ground the system that miniimizes that force would seem to be the better option. Im mostly just curious if there are some real world examples where this has been tried. It is possible that there are other reasons it is not done that way commonly. Yes i do have rocky soil in some areas, other areas are top soil with clay. [/QUOTE]
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Floating Corner Brace For High Tensile Fence
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