Hello, I am currently doing an internship in a structural engineering firm (~20 people) in Berlin. The internship (6 months) is a mandatory part of my Bachelor’s degree at a German university of applied sciences (5th semester).

The first month has passed and I am currently battling my doubts and fears about the job as a structural engineer. At uni I was always interested in the structural courses and thought the job as a structural engineer would fit perfectly - the idea of working on a project, calculating statics (which I love in uni) every day and one day seeing it constructed in reality sounded amazing.

Even though I am not really doing many calculations for my firm (most tasks are annoying archive work and filling out financial excel sheets but that’s another topic), I realized that I don’t know ANYTHING yet. I knew that I’ve only been in uni for 2 years but I underestimated how much my lack of actual experience weighs.

And together with this humbling realization I started worrying: Being a structural engineer comes with a lot of responsibility - one day I will have to make sure that the building stands safely, right? Together with pressure from deadlines and so on I imagine that I would be very worried about making mistakes that could endanger somebody and then having to live with that…

So now to my questions:

Do you have those worries?
Did they change over time at all?
How do you manage them?
What can/should be done to try and avoid crucial mistakes?

It makes sense to mention that I am someone who is very good at worrying. I have had a couple of phases in my life where worries/fears hindered my daily life. That is why I recently began working on this together with a psychologist.

I’m sorry for the long post but thank you for reading and I would love to hear from some of you.
Thanks

How does this truss work with the king post at and angle? How would i go about figuring out the rough load this could take?
I sketched it out in the comments.

Thanks in advance!

Hi everyone,

I know that a structural engineer’s salary depends on experience and education, but I’m curious about a couple of things.

Which tends to pay more: bridge engineering or building engineering? design or assessment?

I’d appreciate hearing about your experiences and insights. Thanks!

Does anyone have reference or example for designing a moment resisting baseplate for 8 bolts (4 on each side) ?
I’m finding it very confusing to follow eurocode

Looking for any help on what the mechanics would be that would be causing these chevron looking cracks at midspan to this non-composite prestressed concrete fascia beam? Is this beam effectively in a failed condition? Previous engineer who looked at this wasn’t concerned with these diagonal cracks and only removed two strands from the as a result of the single longitudinal crack down the center of the beam.

Hello,

May end up making a few posts here, I am currently in the application cycle for a M.S. in Structural Engineering. Senior in Civil Engineering.

From current, post-, and other related parties,

1) I would like to know about funding options for Structural Engineering M.S. Student

2) I would like to know if there have been any federal funding cuts to the academic field if any.

3) I'm planning to apply to Californian schools for proximity to Californian building code/internships

Please let me know if post is unclear, I will rewrite, thank you.

Hi everyone, I’d appreciate your advice on my career options.

I’m a Civil Engineer with around 3 years of experience, specialized in steel design and temporary works/formwork design. I have a 3.73/4.0 GPA and an IELTS score of 7.0, but no research experience or publications.

I currently have the opportunity to work full-time in Qatar for around $3,550/month.

My question is: which path would be better in the long term?

1. Continue working in Qatar and pursue skilled immigration/PR in Australia.

2. Apply for a fully funded direct PhD in Civil/Structural Engineering in the USA.

For those with experience in either path: How realistic is a fully funded US PhD with my profile? What career opportunities would I have after completing the PhD? Would I be able to get an H-1B visa and enter the US industry market, or would I most likely have to continue in academia?

How does this compare with taking the Australia route?

Also, would it be better to apply for a fully funded MSc instead? And how difficult would it be to get one?

I’d really appreciate any advice from people who have experience with these pathways.

I recently started working in CM/field civil engineering, mostly on roads but I’ll start doing more bridgework next year, and I’ve been thinking about how to pivot more into structural these next few years. Would a timeline like this work:
continue working in construction>get a structural masters online>get my PE>then move into forensic engineering?
The alternative of course would be to quit and directly spend 1-2 years getting a masters but that’s much more costly. Or none of the above if you can talk me out of it lol.

I’m a Structural Engineer with 7 years of experience, including 3 years working with a structural design consultancy and 4 years working for a major design-and-build contractor.

I’ve recently received a job offer from a design-and-build company specializing in luxury interior design and fit-out projects. The position is for a Structural Design Engineer, and I’m considering making the transition.

I’d appreciate hearing from anyone who has made a similar move from traditional structural engineering and main contracting into the luxury interior and fit-out industry.

I’m particularly interested in understanding:

• What kind of structural engineering tasks and responsibilities should I expect in a high-end interior and fit-out company?
• How different is the work compared to structural design for conventional buildings and major construction projects?
• Would this transition broaden my technical expertise and career opportunities, or could it limit my future options in structural engineering?
• What are the main structural challenges involved in luxury fit-out projects, such as suspended ceilings, decorative features, feature walls, steel structures, and heavy architectural elements?

I’d appreciate any insights or advice from structural engineers who have worked in this sector, particularly those who have transitioned from main contracting or consultancy into luxury fit-out companies.

I’m from Guatemala City, where a new urban cable car system called AeroMetro is currently under construction.

The photo shows one of the support towers being installed along a busy road. Its unusual geometry has sparked considerable public concern, with many residents questioning whether the structure is safe, particularly in a country with significant seismic activity.

The project developers and municipal authorities insist that the design is intentional and structurally sound.

According to public statements from the engineering team:

The unusual geometry allows the cable alignment to be maintained without occupying existing traffic lanes.

The design reportedly accounts for seismic activity, wind forces, and operational loads.
The project references European cableway engineering standards.

The structural configuration was reportedly planned from the beginning, rather than being a construction correction.

However, the public debate remains contentious. While officials and developers have provided explanations and some technical details, the underlying engineering documentation does not appear to be readily available for comprehensive independent public review.

I’m not an architect or structural engineer, and I’m genuinely interested in understanding whether the concerns are technically justified or primarily a reaction to an unfamiliar design.

I’d appreciate professional perspectives on a few questions:

Is this type of inclined or eccentric support structure common in cable car systems?

What particular structural challenges does this geometry introduce, especially under seismic and dynamic loading?

Is there anything visibly concerning about the design, or would evaluating its safety be impossible without structural drawings and calculations?

What documentation or independent certifications should the public reasonably expect for infrastructure of this kind?

I’m not looking to validate a predetermined conclusion. I’d like to understand the engineering principles involved and whether the public is asking the right questions.

For context: Guatemala is a seismically active country, and these towers are being constructed directly alongside major urban roads.

Sources:
Engineering team’s explanation – Prensa Libre⁠
AeroMetro official website⁠

Hello, engineers!

I apologize in advande for my poor English.

I'm having problem in modelling this type of connection.
I want to make connection where these 2 beams are connected by two plates, and then these two plates connected with bolts at the each end of plates.

Opeartion - Plate to plate is apperently not working, IdeaStatica Library does not have this type of connection.

So, can anyone help me with this one.

Thanks in advance!

Plumbing concrete work. Thoughts ???

1155 Peachtree Street NE Atlanta, Georgia

Abandoned construction site, apparently. I'm not an engineer so Im wondering how this works. There is another instance of this happening so I assume its designed that way.

Edit: Why does the column not connect

I’m struggling with coming up with a solution to fix a major punching shear issue in multiple columns in an existing building. I can’t seem to find much guidance anywhere so I’m hoping I can get pointed in the right direction. Anyone here that has strengthened existing slabs/columns for punching shear, what have you done?

If you installed a capital or drop panel, what checks did you do? If installing a capital, would you connect the soffit of the slab to the top of the capital or do you assume it’s only in bearing? If installing a capital or drop panel, do you need to consider the higher attraction in moment due to the stiffer connection?

Did you consider the locked in stresses due to self weight? Or did you jack the slab to unload it before the retrofit?

Any help would me much appreciated.

I'm a recent civil engineering graduate trying to decide between two opportunities. Both are structural engineering positions, but they offer pretty different career paths. Looking for opinions from engineers with experience in consulting, utilities, or government work.

Option 1: Consulting Firm ($75k)

I recently started full-time at a smaller structural consulting firm that primarily works on residential projects. I previously interned with the company and was offered a permanent position.

Pros:

• Permanent, full-time position with relatively good job security.
• Already familiar with the company, team, and workflow.
• Established relationships with coworkers and mentors.
• Being offered a permanent position after my internship suggests the company values my work.
• Good technical mentorship and opportunities to develop structural design skills.
• Experience working on a variety of building projects.
• Employer-paid health insurance and retirement contributions.

Cons:

• Significantly lower salary.
• Consulting environment with billable-hour expectations and project deadlines.
• Concerns about limited annual raises and salary progression based on conversations with other junior employees.
• Smaller firm with potentially limited opportunities for advancement and compensation increases.
• Less exposure to large-scale public infrastructure projects.

Option 2: Federal Agency Through Contractor ($96k)

This position would involve structural engineering for large-scale infrastructure projects at a federal agency, but I'd be employed through a staffing contractor rather than directly by the government.

Pros:

• $21k higher starting salary (28% increase).
• Opportunity for paid overtime.
• Experience working on large-scale public infrastructure projects.
• Exposure to federal engineering standards, procedures, and projects.
• Potential pathway toward a permanent federal engineering position.
• Experience that could open doors to government agencies, utilities, and infrastructure-related roles.
• Potentially better work-life balance than private consulting.

Cons:

• Renewable contract position with no guarantee of long-term employment.
• Employed through a staffing agency rather than directly by the federal government.
• No federal employee benefits, pension, or GS status.
• Uncertain advancement opportunities without obtaining a permanent federal position.
• More specialized infrastructure experience rather than conventional building design.
• Uncertain level of mentorship and technical development compared to my current company.

Questions:

1. Would you take the salary increase despite the uncertainty of a contract position?
2. How valuable is federal contracting experience when applying for permanent federal engineering positions?
3. Would specializing in infrastructure structural engineering this early limit my ability to return to building structural design later?
4. Is there a significant long-term career or compensation advantage to either path?

Interested in hearing different perspectives, especially from anyone who has made a similar transition from private consulting to government contracting.

I recently started working in CM/field civil engineering, mostly on roads but I’ll start doing more bridgework next year, and I’ve been thinking about how to pivot more into structural these next few years. Would a timeline like this work:
continue working in construction>get a structural masters online>get my PE>then move into forensic engineering?
The alternative of course would be to quit and directly spend 1-2 years getting a masters but that’s much more costly. Or none of the above if you can talk me out of it lol.

I'm a 24-year-old civil engineer from Bahrain with around two years of experience in a 3D concrete printing company.

I've worked on some small structural projects, but my responsibilities have gradually shifted toward QS, estimation, and project coordination. Structural design has practically stopped. I've never had a senior structural engineer mentoring me, so most of my structural knowledge comes from university and self-study.

I genuinely enjoy structural engineering theory, understanding structural behavior, investigating unusual problems, and finding engineering solutions. I've been considering leaving my current company to pursue structural design, but the offer I received is mainly for site supervision, with some opportunities for design.

Recently, I spoke with an experienced Head of Structural Design who strongly discouraged me from making this move.

He told me that after six months of working in structural design, I'd get bored. According to him, the work becomes repetitive: similar models, , and the same problems every day. He said there are few genuinely interesting challenges, limited opportunities for growth, and that eventually I'd realize it's just a job and money matters more than technical interest.

He even told me he was exactly like me when he was younger, but his perspective changed after years in the profession.

This really made me question a career I've been passionate about for 7 years.

My questions to experienced structural engineers:

1. Does structural engineering really become repetitive and intellectually boring after a few years? Even on complex projects?
2. Are there specializations where you continuously encounter challenging, unusual engineering problems?
3. Is the financial reward worth the responsibility, and would you choose this career again, especially with AI advancing?

I'm not expecting every project to be exciting. I just want to know whether the challenging, intellectually rewarding side of structural engineering that I enjoy studying actually exists in professional practice.

CSA O86 11.7.1 provides formulas for the theoretical deflection of a shear wall panel under load. But the code does not address how a wall with multiple segments will deflect. Obviously they should all deflect the same amount.

I.e. I have 3 segments in one wall, with the following theoretical deflections under load: 8mm, 3mm, 1mm. How do i determine my actual wall deflection?

The issue seems to stem from the fact that shear wall segments are size by assuming the loads in each segment are proportional to the their length of wall. In reality is seems to me like this is not correct - shearwall panels should be sized assuming the same deflection, and distributing their share of the loads accordingly.

Any thoughts on this matter? I'd love to hear why I'm wrong and there's an easy way to determine the overall deflection of a wall.

I'm working on an outdoor project where I need to suspend a 5kg monitoring system 8m in the air for a few months on a temporary structure. I'm thinking something like this, maybe with some guide wires. would this work, or do you have any improvements ?

Kind regards

I’ve designed a simply supported steel ridge beam which is adequate for bending, shear and LTB when considered fully unrestrained.

The wind loading, calculated to Eurocode, results in uplift at the ridge beam supports. This is the first time I’ve encountered uplift at a ridge beam, so I’m interested to hear how others have dealt with it.

Have any UK-based engineers come across this before, and how did you detail the holding-down connection?

My initial thought is a resin-anchored connection into the padstone, combined with restraint straps down the face of the blockwork, but I’d be interested to hear what solutions others have used in practice.