Jacking up a livestock shed

aled1590

Member
Location
N.wales
Pity you didn't do a timelapse video. Or maybe it was safer not to incase something went wrong 😉
One of the welders did try, he placed his phone on top of the silage pit looking down, some reason didn’t work very well. We were all in agreement If something would have gone wrong it would have been a case of ‘what happened on the farm stayed on the farm’
 

KennyO

Member
Mixed Farmer
Location
Angus
Amazing job but I think I would have wanted more of a failsafe than the bit of threaded rod. As mentioned maybe some sort of sliding guide with pins like an axle stand.

Thinking about it a length of channel welded to insides of the legs to stop sideways movement with pin holes every 6 inches to limit drop??

Then use channel to brace over joints in legs at the end?
 

aled1590

Member
Location
N.wales
yes you’re probably right. We left it in the hands of the welders to work out the weights and forces involved in the job. 1 of them has just retired from a shed manufacturer he was one of the designers in office so used to calculations etc and another chap his name is emrys owen if anyone knows him he’s an absolute genius when it comes to anything engineering he travels all over UK sorting stuff out other people have failed to fix/weld. But yes I see what you mean @KennyO. We did chat about a channel up the stanchions but can’t remember why we went down the threaded bar option, probably came down to cost and time!:sneaky:
Amazing job but I think I would have wanted more of a failsafe than the bit of threaded rod. As mentioned maybe some sort of sliding guide with pins like an axle stand.

Thinking about it a length of channel welded to insides of the legs to stop sideways movement with pin holes every 6 inches to limit drop??

Then use channel to brace over joints in legs at the end?
 

Mur Huwcun

Member
Livestock Farmer
Location
North West Wales
yes you’re probably right. We left it in the hands of the welders to work out the weights and forces involved in the job. 1 of them has just retired from a shed manufacturer he was one of the designers in office so used to calculations etc and another chap his name is emrys owen if anyone knows him he’s an absolute genius when it comes to anything engineering he travels all over UK sorting stuff out other people have failed to fix/weld. But yes I see what you mean @KennyO. We did chat about a channel up the stanchions but can’t remember why we went down the threaded bar option, probably came down to cost and time!:sneaky:

I spotted Emrys and Myrddin in the photos!!!
 

aled1590

Member
Location
N.wales
I spotted Emrys and Myrddin in the photos!!!
011C1728-E60F-4F31-A32C-C3232284CE6C.jpeg

he won’t mind me putting this up, he’s known for photo bombing:LOL:
 

2wheels

Member
Location
aberdeenshire
Thank you very much, it’s hard to imagine how it used to be now, not bad for a 1982 built shed. The steels and timbers are none the worse bearing in mind they’re 38 years old
did you need an engineer's report for insuring your "new" building. great job, what was was the size of the threaded rod?
 

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