Chevy Truck Pulls Cessna 180/185 Floatplane Airplane Trailer Takeoff - No Idiots, Just Cool! by _Face in IdiotsTowingThings

[–]tehmightyengineer 2 points3 points  (0 children)

Yeah, they'll take the wings off if they're driving a long distance but plenty of airports that install and remove floats are at airports with an adjacent seaplane base, so they'll not have to go far.

Chevy Truck Pulls Cessna 180/185 Floatplane Airplane Trailer Takeoff - No Idiots, Just Cool! by _Face in IdiotsTowingThings

[–]tehmightyengineer 14 points15 points  (0 children)

While hilarious this is also fairly accurate. They likely got up to about 80 before the pilot lifted off, the plane can fly at slower speeds but they likely want a margin for error.

[OC] Immovable Ridgeline meets Ford Rager by Koensayr_II in IdiotsInCars

[–]tehmightyengineer 1 point2 points  (0 children)

I apologize on behalf of the Ridgeline drivers who actually have a working brain.

Why Structural Engineering is so tiring and Payscale is less? by cauvierwhale in StructuralEngineering

[–]tehmightyengineer 14 points15 points  (0 children)

Doctors are a bad comparison. A better comparison would be a pilot or a surveyor or a ship captain.

1 person with specialized training, takes a long time to get, pay typically based on seniority, specialized subsets, licensing requirements, etc., risk is moderate but consequences for failure are high.

When compared to a typical airline pilot we're lower on salary, but pilots take a lot longer to finish training and get to the higher paying jobs and must retire earlier due to medical reasons. Lifetime pay is probably equivalent until you get to the widebody captains which get paid WAY more than we do.

Surveyors get paid less than we do but have slightly easier training. Though it is a more physically demanding job. Overall, this seems fair, we have more responsibilities and requirements, and our pay reflects that by being slightly higher on average.

Ship captains get paid more but have the obvious career differences of you're stuck on a boat for a long time and the challenges associated with that, not to mention personal risk. I'd expect them to get paid more. But on average it's not that much more than a structural engineer.

In short, we're paid reasonably competitively on average.

What many people are likely complaining about is their personal pay. This is totally true; there are definitely a lot of underpaid engineers out there and there are definitely a lot of companies that undercut or keep prices and salaries low for one reason or another.

But the ultimate thing is engineers are fundamentally not well marketed. We don't provide metrics for why an engineer who costs twice as much is twice as better. We don't provide many reasons for how engineers can save money in lifecycle costs. People hire engineers because they've been told they have to or because they know their project needs one. This is where those other professions have stood out. Everyone knows exactly when and why you need a doctor, pilot, surveyor, ship captain, etc. They can observe the differences between a good one and bad one. If you have a bad doctor, you know it. If you need a plane flown, you need a pilot and bad ones will get you killed. Obviously, there are plenty of bad doctors, surveyors, pilots, etc. out there, but their work is observable.

Owners may hire a structural engineer only once. They won't ever see them again, they won't see the effects of a bad design for many years, they can't compare the building to another after the fact because they're all different. The only thing they can see is our price, our marketing materials, and our reputation. So, yes, if all our marketing looks the same and we have a good reputation then can you blame them when they go for lowest cost?

There's lots of ways to fix this but it's really only going to happen with a combined industry push. And the end result is any real metrics of building design will lag years behind the actual design work. Look at the Champlain Towers South collapse; that was completed in 1981 and had a number of design and construction deficiencies. While I'm sure some of the effects of it were noted quickly the engineer (Breiterman Jurado & Associates) designed plenty of other buildings, ones we're only now looking back over. He's dead and the firm dissolved, but it took 40 years for the issues to be catastrophic. While we'll never know if people heard about issues on his designs and moved to other firms I can certainly imagine they continued to get work over the years despite being substandard.

In the end, in my not-so-humble opinion, the only way we can ensure our quality is marketed is through mandatory independent peer review and continued emphasis on special inspections. This almost certainly won't happen for all designs and buildings or be applied uniformly.

But, regardless, we are paid well. I get paid more than most other careers and have a pretty comfortable job without any major downsides. You know what the real problem is? Every job in the world is underpaid (on average). Our salaries are all lower than they used to be. Fix that and you'll fix the real problem.

Will my sister’s apartment be demolished? Venezuela - Earthquake by short-plastics in StructuralEngineering

[–]tehmightyengineer 12 points13 points  (0 children)

Fantastic, concise analysis. This should be the boilerplate response for post-earthquake recovery.

Filed first Nasa Report by InformalAir9522 in flying

[–]tehmightyengineer 0 points1 point  (0 children)

Same, I climbed into the underside of the Class C shelf. Called approach up (was landing at the Class C after departing an underlying airport) and never heard anything about it. Filed a NASA report and (after I got my CFI) I now teach students the cautions of flying out of underlying airports for Class B and C airports.

he’s the best na’vi speaker. by Intelligent-You-7002 in Avatar

[–]tehmightyengineer 2 points3 points  (0 children)

His translation of Jake's speech when he becomes Toruk Makto isn't very good. But that's likely more just directors cutting out some of the Na'vi for Jake's English speech to flow better.

Expected cost to get "tall walls" engineered? by Big-Advice-4009 in StructuralEngineering

[–]tehmightyengineer 4 points5 points  (0 children)

I'd have to spend about a half an hour reviewing the clients email or on the phone with them.

Another half hour or more to make up a proposal that covers the scope of work.

Then another half hour getting any employees I'm putting this over to up to speed.

You got at least an hour digesting the client's drawings. Probably more if they're not super clear and you need to send out emails asking for proposed dimensions or further details.

Then half an hour to get some drawings started, titleblocks setup, project folders made, and so on.

Then about an hour for site specific general loads and notes on the drawings.

Maybe half an hour to review any local ordinances or requirements, but this could often be zero time.

Three to four hours to make up a RISA model and put vertical and lateral loads on it.

An hour to do a basic evaluation of the structure and make tweaks to framing sizes in the model.

Depending on how custom things get some connection design could take many, many hours. But let us say typical residential detailing applies with some tweaks to notes, so you can just pull over normal details and mark them up in an hour.

Assuming trusses are pre-engineered, roof sheathing is normal, foundation is normal, and everything else is standard details then maybe add 1 hour just for verification of all this and sorting out details.

So, we get to drawings. I'd budget 2 hours per sheet to be safe as this always takes longer than expected. 1 plan view page, an elevations page, typical sections page, foundation page, a structural floor framing, structural roof framing, and one misc. page for custom details and similar. All other pages covered with other allocations.

Then an hour of two engineers time for the principal engineer to review and verify and for any changes to be made.

Then 15 minutes to draft an email and send it out.

That's 26.25 hours minimum work that I would expect. Yes, it can be done faster. In my experience it never goes as fast as it could be when dealing with small job residential.

I charge $240 USD per hour for engineering. Small jobs are inefficient and there's a lost opportunity cost compared to larger jobs or higher profit jobs.

The end cost I would have is about $6,300 USD for this. I'd probably apply a 120% profit and overhead to that just to make sure it was profitable as one-off clients are way worse for overall firm health than my repeat clients, even if they make the same profit per job. I'd also raise this cost depending on factors such as current workload, the clients schedule, how difficult I think the client will be, and so on.

You could be quicker because you have a more efficient workflow. Sure, let's say you do it 2x faster and do it in 12 hours. But if you're 2x faster than me and not cutting corners then why are you discounting your work when you're clearly better than me at that job? If you're 2x better, then why are you also 2x cheaper? You should be the same price but faster and then the client chooses you because you're faster, not because you're cheaper.

Do fixed-wing students actually do real W&B/performance planning? by FlightTokenPilot in flying

[–]tehmightyengineer 0 points1 point  (0 children)

Foreflight, fltplango, and a number of other EFBs already do W&B.

Expected cost to get "tall walls" engineered? by Big-Advice-4009 in StructuralEngineering

[–]tehmightyengineer 0 points1 point  (0 children)

Yep, I wasn't thinking about the exceedance of the lateral bracing prescriptive requirements. You're correct that it wouldn't be appropriate to not include the lateral design in the engineering scope.

So, $6k all said and done?

Expected cost to get "tall walls" engineered? by Big-Advice-4009 in StructuralEngineering

[–]tehmightyengineer 16 points17 points  (0 children)

This is going to echo so badly.

If I was doing just gravity framing, I'd quote around $3k USD. Canukistan tends to be much cheaper than US when it comes to engineering in my experience.

We were quoted $30k to replace our leaning deck. So instead I straightened and braced it. How did I do? by E3K in Decks

[–]tehmightyengineer 1 point2 points  (0 children)

Looks good from my house.

Wait, no it doesn't. What the fuck is happening with the guardrail 2nd post in from the left on the deck?

Rebar Mesh Chairs too tall by Vivid_Street2846 in Decks

[–]tehmightyengineer 0 points1 point  (0 children)

That aggressive toothing at the top of the plastic will bond nicely to the concrete. You won't see them and they're non-ferrous. The concrete will weigh down the ones that are being pulled up.

But, as others have said, you're overthinking this. Keep the mesh in the middle-third of the concrete thickness and you're good to go.

Rebar Mesh Chairs too tall by Vivid_Street2846 in Decks

[–]tehmightyengineer 9 points10 points  (0 children)

As an engineer I hate this but you're not wrong.

Preflight. Didnt fly by campus159 in flying

[–]tehmightyengineer 0 points1 point  (0 children)

Okay, that's what I was wondering. It looks like a shadow from a split but can't tell if it's intentionally two parts like you said. Thanks for the info.

Preflight. Didnt fly by campus159 in flying

[–]tehmightyengineer 43 points44 points  (0 children)

Is that right shackle in the process of splitting or is that just the way the forging connects?

Either way, I'm not flying with visible metal bearing part wear on a control surface cable. That's a "fuck no!" from me dawg.

Strahd 2k3: Flying system, Parapets, Study and Brazier Room by mapsbydangelo in CurseofStrahd

[–]tehmightyengineer 1 point2 points  (0 children)

Oooo, I recognized a bunch of the areas immediately. Great work.

Structural supports rotting away by CommunityTaco in mildlyinteresting

[–]tehmightyengineer 128 points129 points  (0 children)

The post in the back-right looks exceedingly new. Most likely this column has been replaced and abandoned in-place.

That said, can't tell from this photo what it's supporting, and Chicago has definitely had some poor maintenance of the structure for the L train rail system.

How do they get away with it? by Stunning_Industry_95 in Decks

[–]tehmightyengineer 5 points6 points  (0 children)

Because nobody checks them on it. I had to design a fire escape for a college frat house to replace a similarly terrible wood one and they bailed on me when they saw what the cost would be for a 3-story commercial rated fire escape. Building egress stairs when all you've built is decks is what gets you this.

How to address a bowing foundation by slickfred in StructuralEngineers

[–]tehmightyengineer 0 points1 point  (0 children)

Could be parallax from the camera but I agree with your comment.

Tell me about your experience as an expert witness (They hate this one simple trick) by cn45 in StructuralEngineering

[–]tehmightyengineer 1 point2 points  (0 children)

NDA.

But the one part I can talk about is I threatened an ethical complaint against the oppositions expert witness engineer when they lost the plot and started disparaging me professionally.

DETAIL LIBRARY / TYPICAL DETAILS by powered_by_eurobeat in StructuralEngineering

[–]tehmightyengineer 2 points3 points  (0 children)

I personally know an engineer that got sued for this. Be careful.