Overdesign

Most people worry about buildings being under-designed. 

But what if the real problem is that they’re over-designed? 

It’s something we’re seeing more often, and it’s exactly why we’ve recently been asked to act as Expert Witnesses on a high-value residential project. 

The issue isn’t whether the building is safe. 

The question is whether it has been engineered efficiently. 

Safe doesn’t mean excessive 

Structural design codes already include reasonable margins of safety. They have been developed over decades through research, testing and real-world performance. 

As Chartered Structural Engineers, our job is to design within those codes. 

What we shouldn’t do is add our own extra “just to be safe” safety factors on top. 

Historically, some engineers have done exactly that. While it may feel cautious, it often results in structures that use far more material than they need. 

The client pays the price. 

expert witness structural engineer

The £250,000 question 

The project we’ve been asked to review involves a substantial private house of around 600–700m². 

During the design process, the foundation solution changed from piled foundations to a reinforced concrete raft foundation. 

There’s nothing unusual about changing foundation solutions. 

What is unusual is the amount of reinforcement specified. 

An initial assessment suggests that the additional concrete reinforcement alone could add around £250,000 to the construction cost. 

That’s before considering the knock-on effects of additional labour, programme time and embodied carbon. 

Our role as Expert Witnesses is to provide an independent opinion on whether that level of reinforcement is technically justified. 

Good engineering isn’t about designing everything for the worst case 

One of the biggest mistakes engineers can make is designing an entire structure for its most heavily loaded area. 

Imagine a floor slab. 

Perhaps one small section carries a particularly heavy load. The easiest solution is to specify the same heavy reinforcement throughout the whole slab. 

It makes the drawings simpler. 

It makes installation simpler. 

But it isn’t efficient engineering. 

A better approach is to understand where those higher loads occur and provide additional reinforcement only where it’s actually needed. 

The majority of the slab may require considerably less. 

That’s what thoughtful engineering looks like. 

Computers don’t replace engineering judgement 

Modern design software is incredibly powerful. 

But software only calculates what it’s been told. 

If the wrong loading is entered, or assumptions are incorrect, the software will still produce an answer. And sometimes that software can determine a problem that may not be real! 

Experience is what tells you when that answer doesn’t look right. 

There is extensive published guidance on reinforced concrete design, including typical reinforcement percentages for different situations. 

If a design comes out requiring significantly more reinforcement than expected, an experienced engineer should stop and ask: 

“Why?” 

Sometimes there’s a perfectly valid explanation. 

Sometimes there isn’t. 

That’s where engineering judgement becomes just as important as the software itself. 

Image credits: Terra Contracts

Designing to 100% Utilisation 

At Michael Aubrey Structural Engineers, we aim to design as close as practical to 100% utilisation. 

That doesn’t mean taking risks. 

It means making full use of the capacity that the design standards already allow. 

If the code says a member is adequate, there is no need to add another arbitrary margin of safety. 

But sometimes for construction it is still the best solution to use slightly more material but simplify design to minimise the risk of site errors, increase repetition and reduce overall cost.  More engineering judgement rather than ‘computer says yes or no’ engineering. 

Designing efficiently can reduces: 

  • Material costs
  • Construction costs
  • Embodied carbon
  • Programme time

while still delivering a safe, fully compliant structure. 

Efficient engineering is good engineering. 

Why does overdesign happen? 

There are several reasons. 

  • Sometimes engineers are placed under intense fee or ‘real-time’ 
  • Clients naturally compare engineering fees and often choose the lowest quote, assuming they’llreceive exactly the same 
  • Unfortunately, lower fees usually mean fewer engineering hours.
  • Less time is available to optimise the design, challenge assumptions or explore more efficient solutions.
  • Sometimes the Chartered Engineer wins the project, but much of the detailed design is completed by less experienced staff.

There’s nothing wrong with graduates undertaking design work, they are the future of our profession, but robust checking by experienced engineers is essential. 

Without it, opportunities for optimisation can easily be missed. 

How can clients protect themselves? 

Choosing an engineer shouldn’t simply be about the lowest fee. 

Ask questions. 

  • Who will actually carryout the design? 
  • Who checks the calculations?
  • How is the design optimised?
  • What is the engineer’s approach to material efficiency?

It is also worth ensuring your appointment includes a clear requirement for an efficient and economical design, not simply one that satisfies the minimum structural requirements. 

That expectation benefits everyone. 

Engineering is about solving problems, not creating unnecessary cost 

As Expert Witnesses, our role isn’t to criticise fellow professionals. 

It’s to provide an independent technical opinion based on engineering principles, experience and current design standards. 

The best structural engineering is often invisible. 

It uses exactly the right amount of material. 

No less. 

No more. 

Because good engineering isn’t measured by how much steel or concrete you specify. 

It’s measured by how intelligently you use it. 

Ground Screws vs Helical Piles

Ground Screws

Ground screws are often marketed as an alternative to traditional concrete foundations and in some situations, they’re a perfectly reasonable choice. But it’s worth being clear about what they are from an engineering point of view.

ground screws

Image credit: Lux garden rooms


A ground screw is essentially a proprietary product.

It’s usually selected from a manufacturer’s range using standard load tables and basic assumptions about the ground conditions, rather than being designed specifically for the structure or the site.


There is usually:

  • Limited or no project-specific design
  • No verification of load capacity during installation
  • An assumption that the ground conditions are suitable and consistent

This makes ground screws ideal for:

  • Lightly loaded structures
  • Temporary or non-critical applications
  • Situations where speed and minimal disruption are priorities

From an engineering standpoint, they are a convenient solution but not a fully verified one.

Ground Screws vs Helical Piles

Helical Piles

Helical piles might look similar at first, but they’re a different thing altogether.

They’re not just selected from a range they’re designed to suit the structure and the ground they’re going into.


Each pile is:

  • Engineered to suit the load requirements of the building
  • Designed based on site-specific ground conditions
  • Installed using controlled torque, which provides real-time verification of capacity


The helical plates (or flights) are not just there to “screw it in” they are critical structural elements that:

  • Transfer load efficiently into competent strata
  • Control settlement
  • Provide predictable performance

This makes helical piles suitable for sites where:

  • Poor or variable ground conditions
  • Restricted site access
  • Tree roots nearby
  • High water tables
  • Sloped or uneven site
  • Retrofitting or underpinning

The Key Difference Between Screw Piles and Helical Piles

The distinction is straightforward:

  • Ground screws are selected from standard manufacturer data
  • Helical piles are designed to suit the structure and the ground conditions
difference between screw piles and helical piles

Why This Matters

The issue arises when the two are treated as interchangeable.

Using a ground screw in place of a designed foundation introduces uncertainty:

  • Settlement behaviour is less predictable
  • Load capacity is assumed rather than demonstrated
  • Long-term performance depends heavily on ground variability

With helical piles, the approach is different:

  • Capacity is derived from design and verified during installation
  • Load transfer is taken into competent strata
  • Performance is more predictable and measurable

Final Thought

For lightly loaded structures, ground screws can be a practical solution.

But once you’re dealing with a building, the foundation becomes a structural element.

At that point, it’s no longer about selecting a product it’s about designing a foundation system with known and verifiable performance.


Related blog: Why Building Control is raising concerns about screw pile foundations