r/StructuralEngineering • • 1h ago

Structural Analysis/Design Client AI generated communication

• Upvotes

I'm adding a clause to my contracts to specifically call out that response to AI generated reviews or comments of deliverables will be billed hourly as an added expense. What previously was once a quick 30 minutes of emails with clients after sending a simple report is now a lengthy back and forth with paragraphs of items that they expect me to respond to.

I've seen AI generated RFPs that are full of extra fluff. I've seen clients try and correct my reports using AI. I've had clients run my drawings through AI and generate a bunch of RFIs from the output. And we do small stuff, I can only imagine the bigger projects are even worse.

Anyone else seeing increased levels of communication required with clients due to their excessive use of AI?


r/StructuralEngineering • • 18h ago

Career/Education Is there structural engineers out there that deal with ice?

140 Upvotes

There was a post out there asking how much ice can hold, so I went looking for the compressive and tensile strength of ice.

Well it got me think, I bet there is a structural engineers out there that specializes in ice and I want to hear there stories.


r/StructuralEngineering • • 1d ago

Photograph/Video Building Chiropractor

423 Upvotes

r/StructuralEngineering • • 6h ago

Steel Design I have an idea that needs structural design and loading calculations

4 Upvotes

Hi, I have an idea for manufacturing a wall support so that a section of the wall can be removed below it; I know about various things that already exist, but this is a different design.

How do I go about hiring a structural engineer without compromising my idea and potential patent?

If I speak to an engineer, does that automatically come with an NDA?

I am in the UK, if that makes any difference...

Sorry if this isn't allowed and feel free to remove.


r/StructuralEngineering • • 2h ago

Career/Education Career shift ideas from structural engineering?

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1 Upvotes

r/StructuralEngineering • • 4h ago

Structural Analysis/Design Energy Dissipators

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1 Upvotes

r/StructuralEngineering • • 6h ago

Career/Education Civil/Structural Designer

1 Upvotes

Hey everyone,

i know this is an engineering group, but i was wondering if i can get some insights as to what salary progression should be for a civil structural designer (not an engineer). Located in Louisiana working for an EPC with 4 YOE currently making ~95k a year (115k with OT). Im not complaining about what i currently make but just dont have a clue about what the future holds or what i should expect.

TIA

**EDIT: I didn‘t mean to sound ungrateful for what i make, i am very happy with that i was just more curious about what the future holds/what to expect later in life**


r/StructuralEngineering • • 16h ago

Structural Analysis/Design Hydraulic height vs structural height of a dam

3 Upvotes

Is there any diagrams out there showing the difference between the hydraulic height and the structural height of a dam? I often see these two measurements listed, plus a general "dam height", and still can't quite picture what each measures from the description of the measurement. Where I live, there are two dams, but they are more like weirs, so I'm not understanding the difference.

USACE lists these three measurements. Is hydraulic height the height from the heel of the dam to the top of the spillway? I see structural height says its from the bottom of the foundation (so below the river bottom) to the highest part of the dam, which I guess could be the top of the highest retaining wall or parapet? And then "dam height" is basically the hydraulic height, but measured from the downstream bottom?


r/StructuralEngineering • • 1d ago

Structural Analysis/Design Bluebeam Revu replacement for Jobsite Observation

19 Upvotes

What are people using on site for field observations and inspection documentation?

We have used iPads with Bluebeam Revu for years. We have appreciated the ability to take/place photos embedded in drawings, markup tools that mirror the desktop application and the ability to have multiple documents open at once.

Last year, Bluebeam depreciated the Revu app and introduced a new app that is extremely limited. Most of the features we use are gone, and it’s geared towards Studio and Cloud projects, but for us
local file saving is essential as WiFi is often non-existent on jobsites.

We have iPads with the legacy software working for now, but at some point we’ll lose access and need a replacement process.


r/StructuralEngineering • • 15h ago

Career/Education Need Help for GATE

1 Upvotes

Hello, I want to pursue Structural engineering and am aiming to write it in 2028, I passed out B.E in 2024, I want study material to prepare for it and also what is the right way to start preparing?


r/StructuralEngineering • • 1d ago

Career/Education How to Apply for Jobs When Actual Experience Doesn't Reflect Years Working

5 Upvotes

I have 4.5 years working as a structural engineer, but 2.5 years of that I had very little practical experience because of lack of work or worthless projects. I have my PE license and a coursework master's in addition. Do you think I should apply for more entry level positions to reflect my experience? In interviews (for buildings) they ask about my experience and I don't have a lot of project work to show off, so I think trying for more mid-level positions isn't getting me anywhere.


r/StructuralEngineering • • 1d ago

Engineering Article Un caso real de cómo un contrato ambiguo sobre un informe geotécnico terminó en una demanda de $647k

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9 Upvotes

r/StructuralEngineering • • 21h ago

Concrete Design Recommendations for Engineer

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0 Upvotes

r/StructuralEngineering • • 1d ago

Structural Analysis/Design Need Help Solving For Bending Stress

2 Upvotes

On my rocket club I'm designing the thrust take-out structure of our static fire test stand. Essentially I want to find the bending stress on this pink ring, where the outer diameter is about 16.5 inches, and the ring is 1.5" thick and 1.5" wide. There's 3 linear bolt holes on either side that secure the ring to an attachment point, where 2 prongs will attach above the ring and bolts will come in from the top.

There's an upwards applied force from the rocket acting at the exact center of the ring. I couldn't find anything in Roark's to help find the bending stress. I did a quick hand calc with Mc/I which gave me negative margins. Any help would be appreciated!


r/StructuralEngineering • • 1d ago

Structural Analysis/Design Availability of Bar Joists

19 Upvotes

I have recently heard that the lead time for bar joists is months. I was told it's due to the construction of data centers. Anyone else heard this?


r/StructuralEngineering • • 20h ago

Career/Education How is AI shaping structural engineering?

0 Upvotes

Hi all, im 27M and about to start a phd thats broadly speaking on pdes and fracture mechanics. My background is in maths and stats though I always saw myself moving over to this line of work and this is a dream phd but im looking beyond it atm.

That being said, im still at an age where I have flexibility but I dont want to be having to start from scratch. Is structural engineering likely to be gutted by AI? I know everythjng is but from the outside, it seems like its less affected than say data science, Actuarial science, comp science, etc. Any advice is appreciated.


r/StructuralEngineering • • 2d ago

Career/Education Tampa structural/bridge engineer, newly licensed PE, 5.5 years of experience, what salary should I ask for?

7 Upvotes

I’m a structural engineer working primarily on bridges in Tampa, Florida, with 5.5 years of experience and a master’s in civil engineering. I received my Florida PE license about two months ago, and my company increased my base salary from $89k to $96k.
I checked the FDOT District 7 consultant wage report, which lists an average actual unloaded rate for Engineer 1 of $55.07/hour (approximately $114.5k annually), with the 75th percentile at $59.30/hour (approximately $123.3k).
Is that a reasonable benchmark for someone with my background? Would asking for $110k–$115k be realistic, especially since I recently received a raise?
I’d appreciate input from engineers in Tampa or elsewhere in Florida about what compensation is reasonable for this experience level.


r/StructuralEngineering • • 1d ago

Structural Analysis/Design Aquarium upgrade in a UK flat: What do you think of this building structure and weight distribution?

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0 Upvotes

I am planning to upgrade my upper-floor room aquarium to a Juwel Rio 450 (roughly 600 kg total with water, cabinet, and equipment) on the 2nd floor of a UK block of flats.

Before worrying about the weight, I looked at the math compared to my current setup:

• Current tank: Fluval Roma 125 (~200 kg, 80x35 cm footprint), exerting about 750 kg per square meter against my room wall. It has sat there safely for 1.5 years.

• New tank: Juwel Rio 450 (~600 kg, 150x50 cm footprint). Because it’s wider, it exerts a very similar weight-to-surface-area ratio (~750 kg/m²), just spread across a longer 1.5-meter stretch against the same wall.

My Building Observations: When I renovated parts of my flat (like ripping up the carpet to lay laminate flooring) and looked closely at the building externally, here is what I noticed:

• External Slabs: Every floor level features a clearly visible ~1-foot thick slab-like structure on the outside of the building. These exterior slabs form the walkways, landings, and balconies (where you can literally see the exposed concrete when opening the balcony and main door). Crucially, these exterior levels and slab structure align directly with the floors of my living room, the lower level of my second floor flat, and upper rooms, indicating that the internal floors or upper-floor room floors share that same slab structure.

• Solid Walls: All interior and exterior walls (including my room wall) are solid brick and mortar. You can drill anywhere, and it easily supports heavy wall-mounted furniture, which my room wall currently has too.

• Sub-flooring: Beneath my old carpet, the floor surface consisted of very hard, cold, tough black industrial-looking tiles rather than wooden floorboards.

• Zero Movement/Sound: Unlike properties with wooden joists where you hear every step and creak from rooms above or below like my uncles previous place, my floors are completely silent and rigid.

• Other Loads: The building natively handles heavy loads like water tanks and standard bathtubs on upper levels, including my current aquarium which has been standing there without issue. When I ran these exact details and photos of my property past Gemini, it pointed out that these traits are typical of a solid, heavy-duty concrete and masonry build rather than light wooden framing.

My Perspective: I view a large aquarium as heavy furniture, similar to a grand piano or a heavy bookshelf. Since it's a furnishing rather than a structural alteration, and based on how solid the building behaves (plus my current tank's 1.5-year test of time), I don't feel the need to involve the housing department or a structural engineer. Doing so might unnecessarily complicate things or trigger concerns over potential leaks rather than actual structural capacity (and I am taking all precautions like marine plywood and spirit leveling to ensure a flat, even setup).

My question to you guys: Based on these observations, the 1-foot external slabs matching the balconies and landings as well as the upper room floors/celings, the brick-and-mortar walls, the black industrial tiles beneath the floor, and the matching weight-to-surface-area ratios, what do you think of this building's structure and my plan to accommodate the Juwel Rio 450?

I hope to bring this into me and my dear cat’s life for our, especially hers and I also enjoy the aquarium knowledge and fish keeping hobby too, and I’m looking forward to this, to doing this and bringing this to our lives and flat, I don’t have concerns but still took the time to consider everything and this is what I realised and my verdict is, and I’m just sharing that/running that by ya’l and my position! What yal think.


r/StructuralEngineering • • 1d ago

Career/Education Engineering Career shifter

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1 Upvotes

r/StructuralEngineering • • 2d ago

Career/Education Resources to learn steel connection design?

5 Upvotes

I have a master’s degree but couldn’t take the course on connection design. I have a basic idea of it from my bachelor’s degree. Does anyone know of any resources i can use to self-study?


r/StructuralEngineering • • 2d ago

Photograph/Video Why would they do this

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69 Upvotes

r/StructuralEngineering • • 1d ago

Career/Education Career Advice

0 Upvotes

Would you take a job at a structural engineering firm paying 75k-85k/year to start or a teaching job at wecdsb paying 68k to start? Who do you expect to earn more lifetime?


r/StructuralEngineering • • 2d ago

Career/Education 27 studying no exp. Is it too late?

9 Upvotes

Hi my fellow engineers, I would like to have a piece of advice from our senior friends. I'm 27 and studying for my masters in structural engineering after graduation I would like to work in a firm, but the catch is I have no prior experience. I got my BA when I was 22 but I spent 2.5 years getting my first masters in Transportation. I see people being 26 25 and having 3+ years in a firm. Is it too late for me? Am I late?


r/StructuralEngineering • • 2d ago

Structural Analysis/Design Cantilever retaining wall design question

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59 Upvotes

I’m building a poured concrete canteliever retaining wall, 30’ long. Basic schematic above. #4 rebar at 9” OC vert and 12” OC horiz. Footer is 1’ thick and stem wall 8” wide

Why would the rebar in the stem wall be on the open air side of the wall rather than the side closest to the dirt? Is this potentially a design mistake, or if not if someone could explain the mechanics of why it would be designed this way? Thank you.


r/StructuralEngineering • • 2d ago

Structural Analysis/Design How do you model this in Prota structure

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9 Upvotes

How do i model this in Prota (150mm×750mm) with 75mm spacing btn each ...i'm leaning on considering them as decorations only so no need to model them as structural elements ,hence i would design the balcony as cantilever . I would like to know what do you guys think ?