US firms are hiring structural engineering talent from Latin America to add analysis, modeling, and documentation capacity without the cost or lead time of a local hire. Done right, it works. Done without understanding where the licensed responsibility sits, it creates risk.
This is the most important distinction in the entire arrangement, and it's more consequential in structural work than in architectural drafting. A missed dimension is cosmetic. A miscalculated load is not.
| Task | Who owns it |
|---|---|
| Structural analysis and load/stress calculations | Nearshore engineer |
| Modeling in Revit Structure, STAAD, RISA, SAP2000, ETABS | Nearshore engineer |
| Structural detailing (steel, concrete, rebar) and shop drawings | Nearshore engineer |
| Construction documentation and drawing sets | Nearshore engineer |
| Design review against US codes and firm judgment calls | Your licensed staff |
| Final engineering decisions and design authority | Your licensed PE |
| Stamping drawings and the legal liability that carries | Your licensed PE only |
A nearshore structural engineer works as production and analysis support under the direction of your licensed engineers. What never transfers is the PE stamp. Only a professional engineer licensed in the project's jurisdiction can seal drawings, and that responsibility stays with your firm, exactly as it would for any unlicensed staff engineer in-house.
Structural work in the US runs on a specific stack of codes: IBC, ASCE 7 for loads, ACI 318 for concrete, AISC for steel, TMS for masonry, and AWC for wood.
Experienced LATAM structural engineers who have worked with US firms have real exposure to these frameworks. What matters is being precise about the level of that knowledge.
They understand these codes and have applied them on prior US projects. They don't memorize every jurisdictional amendment, and neither does a licensed US engineer, who verifies the applicable local code per project. The right expectation is strong working knowledge plus proven ability to work within your review process, not independent code authority.
A US structural engineer's total compensation varies widely by source and market. Filtering out homeowner-facing inspection rates (which don't reflect firm hiring), the firm-level benchmarks land in a consistent band:
| Source | US structural engineer (annual) |
|---|---|
| PayScale 2026 | ~$83,000 base average |
| Salary.com 2026 | ~$108,000 average |
| ZipRecruiter 2026 | $80,000–$113,000 (middle 50%) |
| Glassdoor 2026 | ~$135,000 total pay average |
| Monograph 2026 | ~$107,000 median; total comp ~$132,000 |
On top of base, add the standard employer burden of roughly 40% for taxes and benefits, plus recruiting and ramp. Nearshore engagements typically run well below the loaded local cost, without carrying that cost as fixed overhead through slow phases. The savings are real, but the reason to do it is capacity that scales, not the hourly rate alone.
A structural hire carries more technical risk than a drafting hire, so the vetting has to go deeper than a portfolio and an interview.
Structural design is iterative. A calculation gets questioned, a member gets resized, a connection detail gets revised, and each loop needs a fast answer.
With an offshore team 10 to 12 hours ahead, each of those loops costs a full day. Question at 4pm, answer tomorrow morning, revision the day after. On an iterative structural set, that compounds fast.
A nearshore engineer in Latin America works within one to two hours of US time zones. The same calc question gets raised, answered, and revised the same day. For work that revises as much as structural engineering does, that difference outweighs a lower offshore hourly rate.
BetterPros places pre-vetted LATAM structural engineering talent that works inside your tools and standards, in your time zone, under the direction of your licensed engineers. Analysis, modeling, detailing, and documentation move to a dedicated team member. Code sign-off and the PE stamp stay with your firm, where they legally belong.
Unlike offshore models in India or Southeast Asia, the same engineer stays assigned to your firm rather than rotating across accounts, communicates in fluent English, and overlaps your working hours for the same-day iteration structural work demands. Contracts, compliance, and payroll sit with us as Employer of Record, so there's no new employment relationship for your firm to manage; see how EOR works for AEC firms.
If the fit isn't right, we replace the engineer at no additional cost. Talk to our team about the structural capacity your projects need, or read our complete guide to outsourcing MEP design services for the adjacent engineering disciplines.
No. Only a professional engineer licensed in the project's jurisdiction can apply a PE stamp, and that responsibility stays with your firm's licensed engineer. Nearshore talent provides analysis, modeling, detailing, and documentation under that engineer's direction.
Experienced ones have real working knowledge of the US structural stack, IBC, ASCE 7, ACI 318, AISC, TMS, and AWC, from prior work with US firms. They apply these codes within your review process rather than acting as independent code authority, which is the same way an unlicensed staff engineer operates in-house.
A US structural engineer's total loaded cost runs well over six figures once the roughly 40% employer burden is added to a base that most firm-level sources place between $83,000 and $135,000. Nearshore engagements typically run meaningfully below that, and you pay for capacity as you use it rather than as fixed overhead.
Depending on your workflow: Revit Structure for modeling and documentation, and analysis tools like STAAD.Pro, RISA-3D, SAP2000, or ETABS. Confirm real project experience in the specific tools your firm runs, not just listed familiarity, during vetting.
The technical risk is higher, so vetting goes deeper. A structural hire should be tested on actual analysis and calculation work, not just documentation cleanliness, and the review structure that routes every deliverable through your licensed PE matters more than it does for purely architectural production.
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