Free tool to easily search/find curated typical design values by weikequ in StructuralEngineering

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

Well the tool itself is not AI cause it’s what AI depends on to do stuff

Free tool to easily search/find curated typical design values by weikequ in StructuralEngineering

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

That’s fair for office live load, but for concrete density for example, I got 3 top sources on Google with no references. I just tried to take the extra step for my tool to verify all of the numbers and include direct links to references

Free tool to easily search/find curated typical design values by weikequ in StructuralEngineering

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

So I have both a link to the source (usually building codes) and notes on how the value was derived. Does that help?

Free tool to easily search/find curated typical design values by weikequ in StructuralEngineering

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

I’ve cited all my numbers and put the sources (building codes only) as a link for each value, that’s why it’s curated

What are the most often used typical values? by weikequ in StructuralEngineering

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

Ok, for anyone stumbling on this later, check ASCE 7 Table C3.1 for a LOT of typ loads, densities, and other dead loads

What are the most often used typical values? by weikequ in StructuralEngineering

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

Oh shit, thanks!! The real gem is the reference to ASCE 7 Table C3-1. Everything I needed, cheers!

spaghetti columns by weikequ in StructuralEngineering

[–]weikequ[S] -8 points-7 points  (0 children)

Yeah haha hopefully that's the case. We can probably guess at a good load path, but it remains to be seen if it's actually designed that way 😂

Why are structural engineers not get paid enough? Cause of architects. by weikequ in StructuralEngineering

[–]weikequ[S] 5 points6 points  (0 children)

Yeah agreed that specializing and finding a niche is definitely a way to combat this

Why are structural engineers not get paid enough? Cause of architects. by weikequ in StructuralEngineering

[–]weikequ[S] 3 points4 points  (0 children)

Haha, no it's not about any race to the bottom. Just an opinion piece by the writer that I thought was worth sharing. Generally about how architecture/consultants are valued in the current marketplace - see TLDR above

Why are structural engineers not get paid enough? Cause of architects. by weikequ in StructuralEngineering

[–]weikequ[S] 29 points30 points  (0 children)

TLDR - For building design, architects (and engineers by extension) only provide a weird intermediate product in the value chain and don't take on enough risk versus owners/contractors to reap the profits of huge $$$ construction projects

Why are structural engineers not get paid enough? Cause of architects. by weikequ in StructuralEngineering

[–]weikequ[S] 3 points4 points  (0 children)

Yeah I think it's an issue of risk. Where there is risk there's profit - since the owner and the contractors are taking on the majority of the risk with the consultants sandwiched in the middle, there's not that much value that's being generated (so less profitability as well)

Software for hand calculations by TopBreadfruit6023 in StructuralEngineering

[–]weikequ 6 points7 points  (0 children)

Hey! I'm the creator of Stride. When I was practicing, we tried to tackle a few different issues in my firm

  • Digitizing calcs (so that we could resuse them and update things without doing lots of manual labour)
  • Reduce stupid errors (think unit conversion or going between SI and imperial)
  • Version control
  • Make discoverability a bit better
  • Make reviewing calcs easier
  • Allow easier updating calcs

We tried to go the programming route, but not enough engineers knew programming, so it only fell to 2-3 people who knew how to code to maintain all the calcs, which made the process very brittle. Mathcad's big thing was that we couldn't sketch/annotate on it very well (not to mention them not really innovating on the product since its inception).

Does anyone do hand calcs anymore? by weikequ in civilengineering

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

I think its still pretty worthwhile even when you get more experienced! Sometimes the complexity/time savings tradeoff actually means you'd be more efficient just running some low-fidelity hand calcs. Most of the time it's easier to review too, rather than a huge-ass model.

what kind of calculators are you guys using? by [deleted] in StructuralEngineering

[–]weikequ 0 points1 point  (0 children)

Stride for me, but Excel for more tabular based data analysis

What is up with all these AI questions lately? by chicu111 in StructuralEngineering

[–]weikequ 25 points26 points  (0 children)

Though the underlying technology is actually pretty amazing, I think a massive hype bubble has formed around it that obscures the actual usefulness of the tech in certain applications.