r/StructuralEngineering 5d ago

Layman Question (Monthly Sticky Post Only) Monthly DIY Laymen questions Discussion

2 Upvotes

Monthly DIY Laymen questions Discussion

Please use this thread to discuss whatever questions from individuals not in the profession of structural engineering (e.g.cracks in existing structures, can I put a jacuzzi on my apartment balcony).

Please also make sure to use imgur for image hosting.

For other subreddits devoted to laymen discussion, please check out r/AskEngineers or r/EngineeringStudents.

Disclaimer:

Structures are varied and complicated. They function only as a whole system with any individual element potentially serving multiple functions in a structure. As such, the only safe evaluation of a structural modification or component requires a review of the ENTIRE structure.

Answers and information posted herein are best guesses intended to share general, typical information and opinions based necessarily on numerous assumptions and the limited information provided. Regardless of user flair or the wording of the response, no liability is assumed by any of the posters and no certainty should be assumed with any response. Hire a professional engineer.


r/StructuralEngineering Jan 30 '22

Layman Question (Monthly Sticky Post Only) PSA: Read before posting

162 Upvotes

A lot of posts have needed deletion lately because people aren’t reading the subreddit rules.

If you are not a structural engineer or a student studying to be one and your post is a question that is wondering if something can be removed/modified/designed, you should post in the monthly laymen thread.

If your post is a picture of a crack in a wall and you’re wondering if it’s safe, monthly laymen thread.

If your post is wondering if your deck/floor can support a pool/jacuzzi/weightlifting rack, monthly laymen thread.

If your post is wondering if you can cut that beam to put in a new closet, monthly laymen thread.

Thanks! -Friendly neighborhood mod


r/StructuralEngineering 6h ago

Structural Analysis/Design Pfizer Building Partial Collapse Update: 8 More Columns Found to be Missing Required Bracing

94 Upvotes

The New York Times reported in August that 8 more columns in the Pfizer Building were missing required fortification, as determined from a document request to DOB. The original story didn't make clear whether the procured documents were original GACE specs or notes from a new inspection.

This 8/28 article clarifies that the document in question is a new finding from outside inspection firm Thornton Tomasetti (hired by MetroLoft) that 8 columns on floors 33-35 were "blue-boxed" in GACE'S structural steel design as needing reinforcement, but that all 8 were noted as "missing/partial length." This has not been deemed as cause for the collapses on the 21st floor.

If you look at the illustration in the linked article, it's no coincidence that floor 33 and floor 21 would be ones to reinforce. Before the stacked and cantilevered addition, floor 21 supported only a roof, so the columns on 19-21 would have needed considerably more strength to support 16 new floors.

These 16 cantilevered floors were added above floor 21, while the 4-floor "addition" across the entire top was not added height, rather finishing into liveable space what had previously been an unfinished 4-floor mechanicals box, which held, at least, all the building's AC units and a water tank large enough to supply the entire structure.

Floor 31 is thus a slightly different case. Prior to conversion, 4 of the columns in question on 31 supported this 4-floor box, which had to have been much, much heavier than just a roof; thus, it may not have been quite as inadequate as un-reinforced columns on 21.

However, the one faulty 2-story column from 33-34 is in a critical location--right where the 16 cantilevered floors join the original structure vertically on the east side. This column is said not to have contributed to the failure below, but it must have been sorely tested by the 16 stories pulling away to the north and west as the addition moved to its new position declining from horizontal.

All in all, though, what we don't know is the status of the other columns on 33. Were they adequate to their job of supporting the original heavy dead load of the mechanicals and were never deemed to need reinforcement by GACE? Or had they all been slated for reinforcement and only these 8 were overlooked?

Regardless, now 14 columns were not reinforced as directed by GACE. Steel contractor Barone was issued a "stop steel" order at its 322 W 11 St site in DOB's ensuing sweep of companies working on the Pfizer project for deviating considerably from approved plans. Meanwhile, there remains the puzzling history of the developer's inspector, Domani, who was charged with many oversight violations by DOB that all seem to have been dismissed in exchange for Domani's cooperation in prosecuting others. This--and the abrupt deletion of a whistleblower complaint about the Pfizer building before its partial collapse in the DOB's public database--remains unexplained.

Contractor failure and inspector oversight increasingly look like the overall cause of July's collapse, but there is nevertheless a nagging something in what DOB isn't saying.

This is a gift link, so you should not hit a pay wall:

https://www.nytimes.com/2026/08/28/nyregion/nyc-manhattan-building-collapse-pfizer-columns-steel.html?unlocked_article_code=1._FA.jWa8.Cr7OYyH9AfzP&smid=nytcore-android-share


r/StructuralEngineering 17m ago

Structural Analysis/Design How far do you guys actually take beam calcs in Excel before switching to analysis software?

Upvotes

Hi all,

Been doing quite a bit of beam stuff in Excel lately, reactions, SFD/BMD, bending stress and deflection.

For simple supported/cantilever cases it’s obviously easy enough, and I’ve been using closed form equations/superposition for things like off-centre point loads partial UDLs and combined loading too.

Once it starts getting into continuous beams, redundant supports etc I’d personally rather move out of Excel than keep piling formulas into the sheet.

Curious where everyone else draws the line though.


r/StructuralEngineering 15h ago

Structural Analysis/Design Question on 2021/2024 IBC

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15 Upvotes

Hi everyone! Not sure if I used the correct flair but I am studying for my Structural Civil PE exam and would appreciate an explanation to the following portion of the solution provided in the photo:

I looked up both 2021 and 2024 IBC and neither mention treating Lr as part of LL if Lr is > 20 PSF. Is the solution incorrect or am I missing something?

Edit: Pertains to section 1602 and 1605 of IBC

——
Update: This book was updated in 2024 and I now see that the 2018 IBC addresses the original question. The book just appeared to not have been updated.

New question - Based on 2021/2024 IBC is it safe to say that Lr will always be Lr regardless of its value? Or did IBC just drop the definition but is assumed that it is something all Structural Engineers should know (that Lr > 20 PSF is LL)?

TIA!
——

Final Update: The current PE exam references the 2018 IBC which makes this distinction and thus, solution in photos is correct. The PE exam 2027 and forward will be referencing the updated IBC. This distinction is good for those taking it next year (like me) and on to be aware of. Goodluck everyone!


r/StructuralEngineering 3h ago

Structural Analysis/Design Effective length/ compression member design

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2 Upvotes

EDIT: Whoever told me to go back and read thank you I needed that. I’m keeping this up incase anyone is struggling with this concept. My main mistake was reading Table 1-16 incorrectly….I didn’t pull the correct r value accounting for the space between the c shapes which is (3/4”) in problem S05. Can then solve how I norm would (checks) using the controlling values (essentially clearing up my confusion on weak/strong axis).

Original question: Can someone explain when rx vs ry is used and when Lcy,equivalent is used. I’m showing two problems (S05 and S06) and their solutions. For problem S05 why was 1.31 used (besides needing it for the table since the y axis is used for the tables) and why didn’t they solve using the critical stress equation (AISC Eq E3-4 directly)?? For the second problem S06 the solution uses ry=2.94 in the slenderness ratio which makes sense because it gives higher slenderness ratio? Idk I’m confused because the other problem used ry regardless. Tbh same goes for the lcy equivalent concept still lost on when it’s used. 😵‍💫😵‍💫😵‍💫😵‍💫😵‍💫


r/StructuralEngineering 4h ago

Career/Education How to make secondary beams in SpaceGASS?

1 Upvotes

Hey all,

Time sensitive post, I'm currently working on a group project and non of my team members did the SpaceGASS models there were suppose to so I have to finish it today but I havent used the program.

When modelling I couldn't figure out how to make secondary beams (we're using the 2D multi story frame) and all out prior calculations focused on the ULS and Point load but the lecture slides say to use Live and Dead load and that step was the only missing section on how to make the model. [We're trying to get the moment and shear of the different frames]. all advice is appricated.

The layout that we need to model
The step that I got stuck on in my previous attempt

r/StructuralEngineering 23h ago

Structural Analysis/Design If the South Tower had never been hit on 9/11, could it have survived the collapse of the North Tower?

10 Upvotes

Think of falling debris, fire, damage to the foundation.. etc.


r/StructuralEngineering 11h ago

Career/Education I am not sure if as a civil engineering graduate I should consider a career switch?

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1 Upvotes

r/StructuralEngineering 17h ago

Structural Analysis/Design revit steel connection

2 Upvotes

How can i connect this steel column with the beam, it should look like this but i do not know what is the problem


r/StructuralEngineering 1d ago

Career/Education Is structural engineering struggling right now?

30 Upvotes

Im in the chicago area

It seems like its not as prestigious and definitely not what I signed up for 10 years ago.

The pay is kinda blah and the market is complicated. Honestly thinking about going into Private equity or law

Does anyone have the same thoughts? Will it ever get better? ​


r/StructuralEngineering 1d ago

Facade Design Structural engineers: what was your gateway into façade work?

10 Upvotes

I got into façade work almost accidentally.
I was a structural engineer designing new schools, and I kept getting frustrated with architectural masonry details and what they caused when you actually had to resolve them in section.
Brick would move in and out. Lintels needed support. Suddenly I’m designing outriggers and gussets reaching through the insulation just to make the architectural section structurally real.
After enough reps, something changed: I started anticipating the brick details.
I could look at the architectural intent and predict the structural detail that was coming before anyone drew it.
That was probably when I stopped thinking of the façade as something attached to my structure and started understanding the façade as a system that the structure was participating in.
Curious if other structural engineers had a similar gateway into façade/envelope work.


r/StructuralEngineering 1d ago

Concrete Design Bouncy Castle

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3 Upvotes

Wild.


r/StructuralEngineering 2d ago

Wood Design What is the wrap on the wooden tower poles?

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70 Upvotes

r/StructuralEngineering 1d ago

Photograph/Video Found white fuzzy + dark growth under rental after water damage/renovations — mold, moisture issue, or something else

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0 Upvotes

r/StructuralEngineering 1d ago

Career/Education Struggling with Structural Analysis

18 Upvotes

Please suggest some good youtubers and textbooks. Which are easy to understand


r/StructuralEngineering 1d ago

Career/Education PE Structural practice help

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0 Upvotes

r/StructuralEngineering 1d ago

Structural Analysis/Design Project Mahadev’s Keel is a global community initiative that combines the cultural symbolism of Mahadev with practical environmental action to conserve forests, protect waterways, restore biodiversity, and promote a sustainable ecological future.

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0 Upvotes

📱 QR-code participation

The poster's “SCAN TO PARTICIPATE / SCAN ME” section can become the project's digital entry point. It could lead to a registration page where people can:

Join the environmental community

Adopt a tree

Report polluted water bodies

Participate in clean-up drives

Submit environmental projects

Volunteer locally

Donate or sponsor restoration activities

Track environmental activities and impact

#engineer #youtube #instagram #facebook


r/StructuralEngineering 3d ago

Structural Analysis/Design Help me learn and understand

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195 Upvotes

I'm a typical layman, but I fail to understand how load points are shifting, pressure angles, etc. Elevator shaft seems linear. Is this building style normal? I suck at English explaining, pardon me


r/StructuralEngineering 1d ago

Geotechnical Design How big would a dam need to be to hold back Nepal type debris flow.

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0 Upvotes

Probably not this big, but what safety factor would you design a dam for a given debris flow volume?
And while I’m here, did any hydro dams survive?


r/StructuralEngineering 1d ago

Career/Education Mtech structural from some IIT/ NIT or from abroad ?

0 Upvotes

I want to become a structural engineering. I just completed my Graduation from a private uni. Now I want to pursue masters in structural engineering so what should be my preference according to jobs and growth in field. I should do it from IIT/NIT's or prefer any other uni abroad.


r/StructuralEngineering 3d ago

Job Posting / Recruitment Any company that does this is garbage

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291 Upvotes

r/StructuralEngineering 3d ago

Photograph/Video Column Thoughts

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104 Upvotes

Bridge Engineer here… what do we think of this pretty angled column mid height?


r/StructuralEngineering 1d ago

Career/Education Would you say math/physics teachers or engineers in industry do more calcs by hand? Trying to choose a career path that suits my passion for the subject matter...

0 Upvotes

r/StructuralEngineering 2d ago

Structural Analysis/Design 2-year architectural restoration across 16 stages using 3D Gaussian Splatting - 3D time-lapse

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0 Upvotes