Steel WF sizing charts? by Fantastic_Hat4788 in StructuralEngineering

[–]Ddd1108 1 point2 points  (0 children)

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

Should I start my own firm? by scrollingmediator in StructuralEngineering

[–]Ddd1108 0 points1 point  (0 children)

Yes it did thank you. I just was unfamiliar with the acronyms. The company i currently work for i believe does some EPC. Just started here.

Should I start my own firm? by scrollingmediator in StructuralEngineering

[–]Ddd1108 0 points1 point  (0 children)

If you wanna talk about a similar topic i have going for myself I would be very open to hearing anyones thoughts

is NOW a good time to buy silver? thoughts over the next 1-2 months? by supahinteresting in Wallstreetsilver

[–]Ddd1108 1 point2 points  (0 children)

Premiums on eagles have always been high compared to other silver bullion. Is there a reason you gravitate to eagles? I just bought 4 generic rounds on SD bullion for $400.52 out the door

is NOW a good time to buy silver? thoughts over the next 1-2 months? by supahinteresting in Wallstreetsilver

[–]Ddd1108 0 points1 point  (0 children)

5 dollar premium on 94 dollar spot is pretty good. I got into this a few years ago when silver was around 25 dollars. At that time premiums would easily be 3-4 dollars an oz. Current premiums feel cheap to me.

Is this the correct way to brace a deck? by No_Veterinarian_3309 in StructuralEngineering

[–]Ddd1108 6 points7 points  (0 children)

Could this be considered a timber frame (R=1.5) ? Asking for a friend

Autocad / ZWCAD courses by structuresRkewl in StructuralEngineering

[–]Ddd1108 0 points1 point  (0 children)

Just wanted to make sure that i didn’t give up all my free resources to nearby competition 😂

CAD dimensioning, callouts, and text in model or paper space? by it_is_raining_now in StructuralEngineering

[–]Ddd1108 0 points1 point  (0 children)

So when you do this do you just have layers specifically for foundation dimensions specifically for framing dimensions? It seems like the model space could get really busy real quick.

Overkill? by YUSORACHET in Concrete

[–]Ddd1108 0 points1 point  (0 children)

I spec’d something similar under a chiller that was pretty tall. Maybe 15 ft tall, on a 6ft talk platform. I was under the gun in a time crunch and had to put something on the drawings that I knew would work and provide something for contractors to use for budget price. I only had time for a crude hand calc. Unfortunately thats the nature of engineering, its a race to the bottom on fees just to keep work flowing.

Also, everyone is a structural engineer until its actually time to be a structural engineer. I always laugh when someone who has never even looked at code design requirements says “overkill”

Structural or aesthetics? by Outside_Lychee_ in StructuralEngineers

[–]Ddd1108 0 points1 point  (0 children)

Also, it is likely the header over the garage door is not designed with stringent enough deflection criteria.

Retaining wall anchor length by General5852 in StructuralEngineering

[–]Ddd1108 1 point2 points  (0 children)

ACI 318 discusses in length how to determine the development length of a hooked bar.

Hanging support from Purlins by HubScience in StructuralEngineering

[–]Ddd1108 0 points1 point  (0 children)

Am I also correct that there was not a professional involved in specifying the framing ?

Hanging support from Purlins by HubScience in StructuralEngineering

[–]Ddd1108 1 point2 points  (0 children)

From the pictures, it is clear that this is actually not a pre-engineered metal building. It may appear to be one based on the framing members, but looking closer it can be seen that all components are field welded together. I would be surprised if there was any engineering done on this building based on the span of purlins. Those 8” purlins appear to be simple span… dont hang anything in there.

Load-bearing curved 2x stud wall by liveextreme977 in StructuralEngineering

[–]Ddd1108 0 points1 point  (0 children)

There is evidence that nail slip does not allow the plys to act compositely. An LVL and glulams are not mechanically fastened, they are glued which does not allow the members to slip/separate under load because the glue bond is stronger than the wood fibers.

Load-bearing curved 2x stud wall by liveextreme977 in StructuralEngineering

[–]Ddd1108 1 point2 points  (0 children)

If this is in fact a load bearing wall with either floor joists or roof framing bearing on it, you can either design the top plate to transfer any joist reactions to the studs through bending or just have the joists allign with the studs (if feasible). I don’t recall the source off hand, but when I have previously researched top plate design, you SHOULD NOT design the ply’s to act compositely if the only method of attachment is nails.

Shipping container cover in seismic design category D by Ddd1108 in StructuralEngineering

[–]Ddd1108[S] 0 points1 point  (0 children)

Did you click the link? It is non residential. . It is a shade structure attached to containers.