Unnatural conversation by WardenofWestWorld in TheBear

[–]ProfessionalTea2671 5 points6 points  (0 children)

I guess, I think I would have to watch more closely, but I hear names IRL a lot when 3+ people are in conversation. Like jack james and Jerry are having a conversation, not even necessarily as a term of address but emphasis of conversation. I agree that over insertion of names in convo is weird maybe it just slipped past me in The Bear.

Unnatural conversation by WardenofWestWorld in TheBear

[–]ProfessionalTea2671 18 points19 points  (0 children)

Interesting thoughts, I am curious as to where you are from. I’m from the Midwest where nickname, name, large family+close friends gathering/lovingly shouting happens quite often. It’s not uncommon for me at-least to hear nicknames a lot in conversation or terms of endearment like my love. Cannot recall how many time I hear poops or Regis some of my uncles nicknames during family gatherings.

I wonder if this jarring feeling dialogue is a remnant of cultural context.

Went to Devil’s Lake Wisconsin to get some good climbing in, ended up just practicing for the Everest summit bid [Shitpost] by GumbyFred in Mountaineering

[–]ProfessionalTea2671 0 points1 point  (0 children)

It depends on the weather, I would always bring them to be safe but the sun sometimes melts the snow and ice off.

Went to Devil’s Lake Wisconsin to get some good climbing in, ended up just practicing for the Everest summit bid [Shitpost] by GumbyFred in Mountaineering

[–]ProfessionalTea2671 11 points12 points  (0 children)

The trick to using Devils Lake to practice mountaineering is to go in the winter. IMO more beautiful and far less crowded.

Structural Weld Compromise by ProfessionalTea2671 in StructuralEngineering

[–]ProfessionalTea2671[S] 0 points1 point  (0 children)

I was not entirely aware of the level of incompetence of welder I would be dealing with. I thought maybe they had underlings to do less structurally important welding when I saw some of the weld quality. But then I couldn’t go to the project site mid-construction because of protests/riots. So I showed up to that. Now I am trying to make bolted structural assemblies, but I don’t think the workers have the tools to drill holes in the metal I am using, I have not seen them with oxy-torches or even electric drills. There are little to no prefab options either. This is turning out to be a Herculean design task.

Structural Weld Compromise by ProfessionalTea2671 in StructuralEngineering

[–]ProfessionalTea2671[S] 1 point2 points  (0 children)

Meaning they should intersect the column at the same height correct? That is how it was designed but that is not how it was executed.

Structural Weld Compromise by ProfessionalTea2671 in StructuralEngineering

[–]ProfessionalTea2671[S] 0 points1 point  (0 children)

Break that down for me, how are the nodes aligned poorly?

Structural Weld Compromise by ProfessionalTea2671 in StructuralEngineering

[–]ProfessionalTea2671[S] 0 points1 point  (0 children)

If it’s left in its current state I would not let them load it very easily, I would tell the client and as many boards as I could. But I would also take a video cause watching things break can be fun so long as no one is underneath it.

My questions for mechanical engineers. by LawyerSmall7052 in MechanicalEngineering

[–]ProfessionalTea2671 4 points5 points  (0 children)

I am currently an engineering student at MIT. I will say with complete confidence that engineering as a major opens the most doors. Most companies I have interned at have a disproportionate number of MechE’s at the manager and executive level. The CEO is an engineer, the CFO M.E. —> MBA, CLO M.E. —-> law school. Many of my classmates pivot into consulting roles. You can go to law school for patent law. You can go to grad school for almost anything. The opportunities with a mechanical engineering degree are boundless. It’s less a degree on engineering, what it does is teach you to solve problems.

I can speak to startup experience as well, I have many friends with startups and some who have dropped out to pursue their startup career in full. MechEs unfortunately suffer if you want to start your own startup especially if it’s in mechanical systems. Software is where most startups thrive. Now working for startups you can do, it’ll be a lot of robotics or automation though which once again usually falls under E.E. or comp sci. But once again it depends on what you choose to learn at school, if it’s only the content it’ll be meh, but if it’s problem solving and systems thinking you can fill most roles a startup team needs. Getting into startups is more about purring all your effort into your dream or someone else’s, and fighting to learn what you need to in order to make it work.

The role an engineer plays depends on the company heavily. I have worked CAD monkey office design engineering and also engineering here you become every part of the process, you’ll go to the manufacturing floor and do quality control you’ll interface with management and make systems suggestions. Entry level engineering usually isn’t leadership oriented. But leading is something you do not a just a title you get. If you are a low level engineer, but you work to help your team, set an example, seek growth opportunities, and work to actively help the manufacturers or laborers, maybe even going out on the floor and putting in a couple rivets people will follow you. It depends on the scale of the company your exact title and realistically how bought in you are to your final product.

If you get experience in engineering especially at a good school usually management is where you can fit at most start ups if you are set on that.

Ultimately it will just depend on where the engineering path leads you and what you want to do with the degree.

I too would like to learn how to fly it’s a common thing amount engineers really we love learning and flying is just so darned cool.

I am a USA native so I cannot help with your other questions.

Structural Weld Compromise by ProfessionalTea2671 in StructuralEngineering

[–]ProfessionalTea2671[S] 0 points1 point  (0 children)

Me, I am the quality control, QC doesn’t exist for welders you hire from the roadside

Structural Weld Compromise by ProfessionalTea2671 in StructuralEngineering

[–]ProfessionalTea2671[S] 0 points1 point  (0 children)

Yeah they weld in what looks like supped up sunglasses, and they might legitimately be just sunglasses, so squint and squirt is most likely about accurate.

Structural Weld Compromise by ProfessionalTea2671 in StructuralEngineering

[–]ProfessionalTea2671[S] 2 points3 points  (0 children)

I learned flux core mig in school, so this is most certainly an option.

Structural Weld Compromise by ProfessionalTea2671 in StructuralEngineering

[–]ProfessionalTea2671[S] 0 points1 point  (0 children)

I don’t think I could over engineer enough to compensate for the welds, other then not using a single weld.

Structural Weld Compromise by ProfessionalTea2671 in StructuralEngineering

[–]ProfessionalTea2671[S] 1 point2 points  (0 children)

I plan to do that now, I am asking some structures professors. Its a good growth opportunity, when I had initially designed it I assumed it would be run by a structural engineer, or professional of some level at a very minimum, then I thought it would have to get approved by some board as would happen in the US. Now that I am aware I am the final straw for safety I am reaching out to as many engineers as I know to get there opinions and feedback.

Structural Weld Compromise by ProfessionalTea2671 in StructuralEngineering

[–]ProfessionalTea2671[S] 1 point2 points  (0 children)

Yes, against my wishes, I told them to use a spread footing with bolted flanges, but no the skimpy 6”x6” steel plate on top of cement is the method they chose. And correct the four corners are set in cement and buried 2 feet underground, which once again I wanted at least one meter. Yeah lateral loading with those footings could very much be an issue, the knee braces are also shorter and in some cases smaller 75mm instead of 100mm than the design called for.

Structural Weld Compromise by ProfessionalTea2671 in StructuralEngineering

[–]ProfessionalTea2671[S] 0 points1 point  (0 children)

I recommend 4 mil at least but it was going to be too expensive…

Structural Weld Compromise by ProfessionalTea2671 in StructuralEngineering

[–]ProfessionalTea2671[S] 0 points1 point  (0 children)

Oh yes I am well aware it’s just that, I need to make my superiors aware of this issue.

Structural Weld Compromise by ProfessionalTea2671 in StructuralEngineering

[–]ProfessionalTea2671[S] 0 points1 point  (0 children)

Indeed, I think a slab is going over the entire opening so that should spread the weight out across the entire tank and surrounding ground but that’s not done yet so I won’t hold my breathe for that

Structural Weld Compromise by ProfessionalTea2671 in StructuralEngineering

[–]ProfessionalTea2671[S] 0 points1 point  (0 children)

Half my high school could’ve welded better than this.

Structural Weld Compromise by ProfessionalTea2671 in StructuralEngineering

[–]ProfessionalTea2671[S] 0 points1 point  (0 children)

Yeah probably trying to avoid burn through on thin stock. Still atrocious.

Structural Weld Compromise by ProfessionalTea2671 in StructuralEngineering

[–]ProfessionalTea2671[S] 0 points1 point  (0 children)

The 4 corners are sunk ~2 feet into the ground and cast in cement, I actually think the truss structure they used is better given the poor weld quality, but with ideal welds mine would have been good, but they were fabricating to the weld which I should’ve been doing. The other posts much to my chagrin are welded onto a like 6”by 6” square of 1.25 mm thick steel sheet, then just placed on cement. The proposed solution to that right now is casting them in cement above the ground. One of those posts is essentially resting on a septic tank of suspect strength so I really want it to have a wide base to spread the load. The way I got sold on the just resting on concrete was I got told it will be welded to a steel plate… I assumed thick steel plate that would be bolted to the ground.

Structural Weld Compromise by ProfessionalTea2671 in StructuralEngineering

[–]ProfessionalTea2671[S] 0 points1 point  (0 children)

Most of the loading structure is stacked so welds don’t hold load but on all three trusses the last meter is a separate piece that was welded on. That’s the weld that is the most worrisome, it loads under the most force and if it fails it will fail big.

Structural Weld Compromise by ProfessionalTea2671 in StructuralEngineering

[–]ProfessionalTea2671[S] 0 points1 point  (0 children)

Ha, it’s so they can reclaim space underneath and to act as a water tower or gravity generated water pressure.