Cross bracing ideas for carport/shop ???

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Sunday one of my boys helped me get metal on the other 1/2 roof. Ran out of screws
 
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Awesome pics, and great progress!
Looking good....

BUT - I have concerns about the legs.
I know you welded the pipes to the bottom of the truss so that it'd be taller. (Who wouldn't want a taller shop) But I'm concerned about the pipes.

In short, you have a tall rigid structure (truss system) put on top of small pipes. Any lateral wind load will try to flex the shop - and the pipes (and welds) are what will flex the most. Over years it may fatigue the pipes/welds.

I'm not a shop builder, so I don't know what's generally acceptable for shops this size. Thoughts?

It'll probably be fine, just my passing thoughts.
 

turkeyrun

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I have a tendency to way overbuild everything. My concerns have been mentioned / discussed. With the winds of Oklahoma, cant have too much bracing, IMHO.

Looks like a good shop in the making.
 
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If you're concerned about rigidity (X-bracing) - you can move the shipping containers adjacent (against) the shop walls and weld brackets to attach the containers to the shop.
The containers would provide some lateral/perpendicular rigidity to the building assembly.

If you do this, you could also pour concrete piers and attach the containers to the piers. ...for added foundation strength.
 
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@-Pjackso i am ok with any thoughts, suggestions or insight. No problems here.
I used the 2 7/8 drill stem with 1/4" wall thickness, not the thinner 3/16" pipe.
This was what people that have built these at 10' spans suggested to be used.
I WENT WITH 8' spans so 20% closer than what others are building chicken truss shops and barns.
I Added cross ties and leg supports and "X" bracing in the trusses. Other don't
Granted I am a bit taller than some but I am hoping it will stay together.
I am thinking about tying into some cemented piers.
The containers are where I was told to put them. I'm Not moving them again since I've already moved them a 2nd time
 
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Awesome pics, and great progress!
Looking good....

BUT - I have concerns about the legs.
I know you welded the pipes to the bottom of the truss so that it'd be taller. (Who wouldn't want a taller shop) But I'm concerned about the pipes.

In short, you have a tall rigid structure (truss system) put on top of small pipes. Any lateral wind load will try to flex the shop - and the pipes (and welds) are what will flex the most. Over years it may fatigue the pipes/welds.

I'm not a shop builder, so I don't know what's generally acceptable for shops this size. Thoughts?

It'll probably be fine, just my passing thoughts.
I am very concerned about the wind and storms we have here and the damage it may cause the structure.
I am thinking of ideas to anchor.
I may temporarilly tie into the nearest container (it weighs 10k lbs)and then pour 6 cement piers and permanently tie in 3 legs on each side of the structure.
 

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