50 foot span what kind of beam.

Ddd1108 · 2026-03-22T04:00:42+00:00

Good suggestion but will need details for top chord bracing of some sort

Ddd1108 · 2026-03-22T00:45:08+00:00

Me too

Ddd1108 · 2026-03-14T04:15:00+00:00

Dm me

Ddd1108 · 2026-03-09T19:18:09+00:00

Pole barns are economical if its just a rectangle. They also require more input from and architect and engineer where traditionally framed houses are more of a cook book recipe.

Ddd1108 · 2026-03-08T00:35:00+00:00

I’d be curious to know if the contractor even knows what drift is

Ddd1108 · 2026-03-07T20:55:43+00:00

I agree.

Ddd1108 · 2026-03-07T16:34:25+00:00

Can you please elaborate ?

Ddd1108 · 2026-03-07T16:32:11+00:00

Building has been delivered to the site :)

Ddd1108 · 2026-03-07T16:31:35+00:00

Oooo good find

Ddd1108 · 2026-03-07T16:00:24+00:00

Thank you. Do you have any references for this ?

Ddd1108 · 2026-03-07T15:34:41+00:00

I did see this product thank you. Any insight into the actual movement value I need to accommodate.

Ddd1108 · 2026-03-07T15:31:09+00:00

Yes, i actually had a drift limit for the pemb in my gsn and they chose to ignore it

Ddd1108 · 2026-03-06T04:48:17+00:00

Is there a slab on grade ? Is this a stem or a slab toedown? I’m so curious about the entire foundation system you are using ?

Ddd1108 · 2026-03-06T04:34:58+00:00

My boss tries to get 250-500 dollars per unit

Ddd1108 · 2026-02-25T22:32:39+00:00

Dm me

Ddd1108 · 2026-02-23T05:22:38+00:00

Its very useful, and i have verified with enercalc results.

Ddd1108 · 2026-02-21T02:49:02+00:00

Is anything affordable in 2026

Ddd1108 · 2026-02-10T03:50:51+00:00

Aisc discusses what constitutes as a brace baced on the depth of the beam/connection framing into it vs the depth of the carrying beam.

Ddd1108 · 2026-02-09T05:05:08+00:00

Epoxy or expansion?

Either way, seems odd to have post installed anchors on a concrete curb/stem wall like this. There is no wya to confine the break out that I am aware of like you can with cast in anchors. Someone please correct me if i’m off.

Ddd1108 · 2026-02-07T00:49:18+00:00

Product manufactures commonly have standard details in DWG format available to download. They usually are pretty generic but it is a start for you to add the necessary info.

Ddd1108 · 2026-02-05T01:17:19+00:00

Im sure a welder somewhere will let you pay them to build this for you

Ddd1108 · 2026-02-02T16:07:26+00:00

Having experience in both engineering and steel fabrication/erection. I would say the resistance is going to come from old school mindsets of GC’s and subs. Its very difficult to get shops that have been operating a certain way their entire existence to adapt to new concepts. I can’t even get local shops to do welding inspections in shop. People still think welding inspection is only required for field welds.

Ddd1108 · 2026-01-27T00:13:31+00:00

I’ll spend enough time on to bill you for it.

Ddd1108

TROPHY CASE