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Tips & Tricks

Why Insurance Claims Get Denied After Storm Damage

Causation: The word that sits at the centre of almost every disputed building insurance claim.

It is not a complicated word.

But once you understand what it means, and how structural engineers use it, you will understand why some insurance claims are accepted, reduced or denied.

The word is causation.

In plain English, causation is the link between the event and the damage.

Did the storm cause the damage?
Did the tree impact cause the damage?
Did the vehicle impact cause the damage?
Did the flood cause the damage?
Or was the damage already there before the event?

That is the question that often decides the outcome of a claim.

What causation actually means

When a homeowner makes an insurance claim, there is usually an event.

A storm.
A tree impact.
A vehicle impact.
A flood.
A burst pipe.
A cyclone.
An earthquake.

The event itself is only part of the story.

The insurer then needs to decide whether the damage being claimed was caused by that event, or whether it was caused by something else.

That “something else” might be gradual deterioration, wear and tear, poor maintenance, defective construction, long-term movement, corrosion, decay, previous damage, or a pre-existing defect.

This is where claims often become difficult.

A homeowner may see the damage after the storm and reasonably say, “That happened because of the storm.”

The insurer may look at the same damage and say, “No, that was already happening before the storm.”

The structural engineer’s job is to look at the physical evidence and provide an opinion on what is more likely.

Your home has a history

One thing homeowners often do not realise until they go through a claim is that their home has a history.

It has been rained on.
It has moved.
It has expanded and contracted.
It may have settled.
It may have cracked.
It may have been patched and repainted.
It may have had drainage problems.
It may have been poorly detailed or poorly built in some areas.

None of that automatically means the claim is invalid.

Older buildings can still suffer legitimate storm damage.
Buildings with defects can still be damaged by an insured event.
A pre-existing issue does not automatically explain every piece of damage observed after a storm.

But the history of the building matters because it can affect the causation opinion.

A claim is not just about whether damage exists. It is about why the damage exists.

Why causation gets disputed

Most disputed claims turn on the same basic argument.

The homeowner says:

“The damage happened because of the storm.”

The insurer says:

“The damage was pre-existing, or it was caused by gradual deterioration, defective construction or maintenance issues.”

That argument is common because insurance generally responds to events, not to the normal ageing of a building.

The hard part is working out where the line is.

Some damage is obviously new.
Some damage is obviously old.
Some damage sits in the middle.

That is where the engineer needs to inspect carefully, record the evidence and explain the reasoning.

A causation opinion should not be a guess. It should be an opinion based on the condition of the building, the damage pattern, the history provided, the photographs available, and the likely behaviour of the structure.

What happens when an engineer arrives on site

When I attend a property after an insured event, I do not usually start by staring at the crack or damaged member in isolation.

I usually start by talking to the homeowner or occupant.

I want to understand what happened, when it happened, and what changed after the event. I want to know what they saw, what they heard, what was damaged immediately, what was repaired or made safe, and what they believe was already there before the event.

That information is useful.

But it is not the whole investigation.

After being shown through the property, I like to go back through and form my own view. I take photographs. I record the damage. I look at the location, size, shape and pattern of cracking or structural distress. If cracks are relevant, I record widths where useful. If structural members are damaged, I look at how they are damaged and whether that damage makes sense in relation to the claimed event.

I also like to start wide and work inwards.

That means looking at the property from the street, around the outside, across the site, and then into the building.

What type of building is it?
How old is it?
What is it made from?
What is the roof form?
What is the wall construction?
What is the site doing?
Are there trees nearby?
Is there evidence of drainage problems?
Is there evidence of older movement or deterioration?

That context matters.

A crack in isolation tells you something.
A crack in the context of the whole building tells you more.

Connecting the damage to the event

Some causation investigations are straightforward.

If a tree has fallen through the roof, there is damage to the roof framing, ceiling framing and wall framing directly below the impact zone, and the photographs show the tree on the house, then the causal link may be obvious.

The event happened.
The damage is in the right location.
The mechanism makes sense.
The physical evidence lines up.

But storm damage is often harder.

For storm-related claims, the question is not simply whether there was a storm. The question is whether the storm is likely to have caused the damage being claimed.

Weather records can help. They may tell us what conditions were recorded near the property. But they do not usually tell us the exact wind speed at the exact house.

The wind speed at a nearby weather station is not necessarily the wind speed at the damaged building. Local terrain, shielding, surrounding buildings, trees, slope, exposure and building height can all affect the actual wind loads experienced by the structure.

So weather records are part of the picture, not the whole picture.

The engineering question is whether the damage observed is consistent with the likely effects of the event.

For example:

Is the damage in a location that makes sense for wind loading?
Is it on a part of the building that would be vulnerable?
Do the roof and wall connections explain the damage pattern?
Is there a logical load path between the event and the damage?
Is the damage fresh, or does it show signs of long-term deterioration?
Does the failure mode look sudden, or gradual?

That is the sort of reasoning that should appear in a causation report.

The pre-existing defect argument

This is where many homeowners feel blindsided.

An insurer may say that the damage was not caused by the insured event. It was already there. Or it was caused by wear and tear, defective workmanship, poor maintenance, corrosion, decay, long-term movement or some other pre-existing issue.

Sometimes that argument is right.

Sometimes it is not.

A pre-existing defect does not automatically mean the claim should fail. A building can have an existing weakness and still suffer event-related damage.

For example, an older roof may be more vulnerable than a new roof. That does not automatically mean storm damage to that roof is not storm damage.

The real question is what caused the damage being claimed.

Did the storm cause new damage?
Did the storm make existing damage worse in a meaningful way?
Was the building already so degraded that the event was not really the cause?
Was the storm simply the moment when an existing problem was noticed?

These are not always easy questions.

But they need to be answered with evidence, not assumptions.

If a report says damage is pre-existing, it should explain why. It should point to physical evidence. That might include old staining, corrosion, previous patching, dirt inside cracks, weathered fracture surfaces, long-term distortion, historic photographs, previous reports, or a damage pattern that does not line up with the claimed event.

A statement that damage is pre-existing is not enough.

The reasoning matters.

An insurance causation report is an opinion — but not a loose opinion

This is an important distinction.

A causation report is often an opinion.

It is not always a design.
It is not always a calculation package.
It is not always a certification.
It is not always a set of repair drawings.
It is not always a construction specification.

In many insurance matters, the report is an expert opinion about whether the damage observed is likely to have been caused by the insured event.

But that does not mean all opinions are equal.

An opinion can be careful, evidence-based and well reasoned.
Or it can be shallow, selective and poorly explained.

The value of the report is not just in the conclusion. The value is in the reasoning.

A useful causation report should explain:

What was inspected.
What information was provided.
What damage was observed.
What evidence was available.
What damage is likely to be related to the insured event.
What damage appears to be unrelated or pre-existing.
Why that conclusion has been reached.
What further investigation or repair is recommended, if that forms part of the scope.

The report should lead the reader through the logic.

It should not just say, “This was caused by the storm,” or “This was not caused by the storm.”

It should explain why.

What a Cornell Engineers causation report usually contains

Our reports are generally broken down into a practical structure.

What did we see?
Is it likely to have been caused by the insured event?
Why or why not?
What needs to happen next?

The report will usually include the brief, the property details, the scope of inspection, observations, photographs, discussion, conclusions and recommendations.

The scope is important.

A visual inspection is not the same as a full invasive investigation. If wall linings have not been removed, roof spaces are not accessible, or concealed structural elements cannot be seen, the report needs to say that.

Limitations are not a weakness. They are part of honest reporting.

The photographs are also important. They allow the reader to see what the engineer saw, and they help anchor the opinion to actual physical evidence.

The conclusion should then follow from the observations.

If the report jumps from photographs to conclusion without explaining the reasoning, it is weaker than it should be.

Why qualifications and local experience still matter

A report does not become correct just because an engineer signed it.

Engineers can be wrong.
RPEQs can be wrong.
Insurer-appointed engineers can be wrong.
Homeowner-appointed engineers can be wrong.

The signature is not what makes the opinion right.

The reasoning is what matters.

That said, qualifications and experience do matter.

A local structural engineer who understands how Queensland houses are built, how older houses behave, how roof and wall framing is commonly connected, how buildings deteriorate in our climate, and how local construction practice has changed over time is usually better placed to provide a useful opinion than someone who does not have that background.

That is particularly important when the report moves beyond simple observation and into structural engineering judgment, structural adequacy, load paths, repair methodology, compliance, design or certification.

There is a difference between a general opinion and professional engineering services. The distinction depends on the nature of the work being performed.

For homeowners, the practical point is this:

Do not just look for a report. Look for a sound report.

Who prepared it?
Did they inspect the property?
Do they understand the type of building?
Does the report explain the reasoning?
Does the conclusion follow from the evidence?

Red flags in causation reports

Some insurer-commissioned reports are thorough, fair and well reasoned.

Others are not.

The same can be said for reports commissioned by homeowners.

The question is not who paid for the report. The question is whether the report is sound.

Red flags include:

  • A conclusion that is not supported by specific evidence.
  • A report that relies heavily on general statements.
  • A report that says damage is pre-existing but does not explain why.
  • A report that ignores relevant photographs or history.
  • A report that does not clearly identify what was inspected.
  • A report that treats visible deterioration as proof that all damage is unrelated.
  • A report that fails to separate old damage from new damage.
  • A report that does not explain the damage mechanism.
  • A report that appears to be mostly template wording.
  • A report prepared without a site inspection, where a site inspection was reasonably possible and important.

Desktop reviews can have a place, especially when reviewing existing documents and photographs. But a causation opinion based only on photographs provided by others will often be weaker than one based on a physical inspection of the property.

Again, it comes back to evidence.

Assumptions are not findings.

What homeowners should do in the first 48 hours

If the structure is not safe, stay out of it.

That is the first point.

If it is safe to do so, take photographs and videos as soon as possible after the event.

  • Take wide photos.
  • Take close-up photos.
  • Take photos from outside.
  • Take photos inside.
  • Take photos of every room.
  • Take photos of the roof if you can do so safely from the ground or by drone.
  • Take photos before make-safe works.
  • Take photos after make-safe works.

The reason is simple.

The building changes quickly after an insured event.

Branches are removed. Roof sheets are lifted. Damaged materials are stripped out. Temporary supports are installed. Tarps are added. Ceilings are removed. Debris is cleaned up.

By the time an engineer attends, the building may look very different from how it looked immediately after the event.

That does not mean the claim cannot be assessed. It just means the evidence may not be as good.

Good photographs help everyone.

  • They help the homeowner.
  • They help the insurer.
  • They help the builder.
  • They help the loss adjuster.
  • They help the engineer.

They may also help later if the matter ends up in an internal review, AFCA complaint, building dispute, legal process or tribunal.

Pre-event photographs are even better

The best evidence is often the evidence taken before there is a problem.

Every six months or so, take photos of your property.

Photograph the outside. Photograph the roof from the ground. Photograph retaining walls, decks, fences, ceilings, walls, wet areas and any existing cracks or movement.

You may never need those photos.

But if there is a storm, impact, flood or other insured event, they may become very useful.

  • They can show what was already there.
  • They can show what changed.
  • They can help separate old damage from new damage.
  • They can reduce argument.
  • They can make the engineer’s job easier.

In insurance work, good evidence matters.

What if the insurer’s report may be right?

This is a difficult part of the process.

Sometimes the insurer’s report is broadly right.

That can be hard for a homeowner to hear, especially when they are stressed, tired, living with damage and feeling let down by the process.

But the engineering opinion still needs to be honest.

If the damage is not logically related to the insured event, or if the physical evidence suggests it was already there, the report needs to say that.

That does not mean the homeowner is being difficult.
It does not mean the building does not need repair.
It does not mean the insurer is right about everything.

It simply means that the damage may not be damage that can properly be attributed to the insured event.

That distinction matters.

What if the report does not add up?

If you receive a causation report and the conclusion does not make sense, do not focus only on the last paragraph.

Read the reasoning.

Ask:

  • Does the report correctly describe the damage?
  • Does it identify the claimed event?
  • Does it explain the link between the event and the damage?
  • Does it explain why damage is said to be pre-existing?
  • Does it rely on photographs, measurements or physical evidence?
  • Does it ignore relevant information?
  • Does it explain the limitations of the inspection?
  • Does the conclusion follow from the observations?

If the answer is no, the report may need to be challenged.

The usual starting point for an insurance claim dispute is the insurer’s internal review or complaint process. If the dispute cannot be resolved there, AFCA may be available for eligible general insurance complaints.

In Queensland, QCAT may be relevant in some related disputes, but that depends on the nature of the dispute. A dispute about an insurer’s decision, a domestic building dispute, a QBCC-related issue, a consumer/trader dispute and motor vehicle property damage are not all the same thing.

The correct pathway depends on what the dispute is actually about.

Homeowners should obtain legal advice if they are unsure which process applies.

How to challenge a denied or reduced claim

If a claim has been denied or reduced because of causation, the process usually needs to be handled calmly and in writing.

First, ask for the reports the insurer relied on.

Read them carefully. Look for the reasoning, not just the conclusion.

Second, ask the insurer for an internal review if you do not accept the decision.

Set out the reasons clearly. Do not just say you disagree. Explain what part of the report appears wrong, incomplete or unsupported.

Third, consider obtaining independent engineering advice.

If the dispute is about an engineering conclusion, it is difficult to challenge that conclusion without proper technical evidence. A homeowner’s frustration may be completely understandable, but frustration is not the same as evidence.

Fourth, use the appropriate dispute pathway.

For many general insurance complaints, AFCA is the external dispute resolution body. Other pathways may apply depending on the nature of the dispute.

The main point is to follow the process, keep records, and build the case around evidence.

What distinguishes homeowners who get better outcomes

The homeowners who do best in this process are usually not the loudest.

They are the most organised.

  • They have photographs.
  • They keep records.
  • They communicate in writing.
  • They stay calm enough to focus on the evidence.
  • They ask for reports.
  • They read the reports carefully.
  • They obtain independent advice where it is needed.
  • They follow the complaint process.

That does not guarantee success.

Sometimes the insurer is right. Sometimes the damage is pre-existing. Sometimes the engineering evidence does not support the claim.

But when the insurer’s causation opinion is weak, incomplete or wrong, a calm, evidence-based approach gives the homeowner the best chance of a fair outcome.

A note on the emotional side

A building insurance dispute is not just a technical process.

It is personal.

Your home has been damaged. You may be living with temporary repairs, water damage, structural damage, uncertainty, delays and financial pressure. You may feel like no one is listening.

That is hard.

As engineers and consultants, we need to remember that homeowners are often dealing with this process at one of the worst times in their lives.

At the same time, the process still works best when everyone stays civil and evidence-focused.

Give the engineer the information they need. Provide photographs. Provide dates. Provide previous reports if you have them. Explain what changed after the event.

But also give the process room to work.

Good evidence, properly presented, through the right channels, can make a real difference.

How Cornell Engineers can help

Cornell Engineers prepares independent structural engineering reports for homeowners, insurers, builders, loss adjusters, solicitors and dispute matters.

If your insurance claim has been disputed, reduced or denied, and the issue involves structural damage or causation, we can inspect the property and provide an independent opinion based on the visible evidence.

We can also review reports prepared by others.

Sometimes that review will support the homeowner’s concern. Sometimes it will confirm that the insurer’s report is broadly reasonable. Either way, the advice needs to be straight.

That is the role of an independent engineer.

We are not there to simply argue for whoever pays us.

We are there to inspect, record, reason and explain.

Final thought

Causation is not always simple.

Some damage is clearly caused by an insured event. Some damage is clearly pre-existing. But a lot of insurance claim work sits in the middle.

That is where evidence matters.

A good causation report should explain what was seen, what probably caused the damage, and why that conclusion makes sense.

  • It should not be a guess.
  • It should not be advocacy.
  • It should not be a template conclusion looking for a property to attach itself to.

It should be a clear, fair and evidence-based opinion.

That is what homeowners, insurers and decision-makers should expect.

Categories
Tips & Tricks

How Structural Engineers Really Assess Storm and Insurance Damage

When a storm rips through a roof, or a fallen tree cracks a wall, most homeowners have the same question: is this actually structural, and how do we prove it was caused by the storm?

Matt Cornell, Director of Cornell Engineers, recently sat down to walk through exactly how that process works — from the first site visit through to the final report. Here’s what he had to say.

Here’s the transcript if you would prefer to read it:
Interviewer: Today we’re talking about insurance building claims after storms or major weather events. When you first arrive at a property where the owner believes the event caused the damage, what are you looking for before you form any opinion?

Matt Cornell: I try not to enter an insurance claim job with too many preconceptions. I have an understanding of what the claimed event is, but I don’t necessarily know all the specifics. So I’ll ask the insured homeowner to tell me what happened, when it happened, whether they were home at the time, and what they noticed. Then they’ve got the opportunity to walk me around the property and give me a good idea of what they think is going on. I take photos and listen, and the inspection progresses from there.

Interviewer: Once you’re listening to them and walking through their observations, what’s the first physical detail you want to check to start distinguishing event-driven damage from something pre-existing?

Matt Cornell: It’s really difficult for an engineer, or anyone, to identify new damage compared to old damage without prior knowledge of the building — that’s almost impossible to get. There are online references, real estate photos, and sources like Google Street View, but at the end of the day we’re relying on the homeowner’s description, our knowledge of the event, and some research back in the office to form an opinion on whether the claimed event has possibly caused the damage we’re being shown.

Interviewer: So once you’re back at the office doing that research — checking weather data, event records, or historical photos — what specific physical clue or inconsistency would make you pause and reconsider your initial impression?

Matt Cornell: If the damage shows up in real estate photos, or if it looks like someone has been careful to scrub an area, we’ll pull on that string. We might contact the real estate agent to get photos taken before they were uploaded to the system, or even go to the original photographer. We’re looking for photos — maybe from the insured person if they had a party in the room, and there’s the wall, floor, or roof in the background — that show the property was fine before the insured event and damaged after it. That pre-existing condition prior to the event is what we’re really interested in, to confirm the damage was caused by the insured event.

Interviewer: Why does confirming that timeline matter so much for what happens next for the homeowner?

Matt Cornell: Causation is a big part of why an engineer gets invited to a site. An insurance company wants to be assured the damage was caused by the insured event — that determines how they handle the claim. Often, alongside causation, we’re asked to provide drawings, rectification advice, or repair details. If a tree has hit a roof and broken the trusses, an engineer gets involved to provide details for the insurance company and builders to quote and carry out the work. Where it’s non-structural — say, cracks in plasterboard — we’re asked for an opinion on whether that could have been caused by the insured event. If it has, and it’s not structural damage, there’s still rectification required, but it won’t necessarily need a full scope from a structural engineer.

Interviewer: If you determine it’s not structural, but the homeowner still sees it as major damage, how do you explain that in a way that reassures them without minimising what they feel?

Matt Cornell: Structural elements are a lot stronger than most people realise. The wall frame and studs — especially in modern construction, and arguably more so in older hardwood-framed construction — are stronger than most people give them credit for. It takes a fair bit of damage for a building to become structurally unsafe or irreparable. So when we’re talking about cracks in a wall, the plasterboard is typically aesthetic — it’s not part of the main structure — and there’s a certain amount of reassurance we can give homeowners. But some homeowners are a long way down the track by the time an engineer gets there, having worried about their wall or the structural stability of their property for a long time, and it takes some persuading to explain that the plasterboard isn’t part of the structure — the frame is. Quite legitimately, they might then ask how we know the inside hasn’t also been damaged. The answer is that when plasterboard is cracked, it’s often replaced under the claim, and that gives the structural engineer or builder the opportunity to inspect the frame once the cladding is stripped out and confirm whether it needs repair. Often the cladding has already been removed by the time we get on site, so we can assess the structure visibly for damage and advise on rectification.

Interviewer: Once you’ve confirmed what’s structural and what’s not, what would you typically outline as next steps if you’ve found a genuine structural issue?

Matt Cornell: Next steps are fairly straightforward — we’re qualified and experienced to provide rectification details. We might provide drawings showing what work needs to be completed, how far that extent goes — a whole wall or just part of one — what the replacement members are, and which timber sizes to use. For framing over a window or doorway, we’ll give the insurance company sizes for new timber members, not necessarily identical to the original, because load codes and timber availability change over time. If the old member was a certain grade of pine, we might specify a different grade depending on availability and what the insurance company’s coverage allows. For an old, heritage-listed house with damaged hardwood, there’s a good chance it will go back like-for-like to maintain the heritage character.

Interviewer: When you’re writing that final report, what do you always make sure is clearly detailed, and what do you deliberately avoid saying or speculating on?

Matt Cornell: We always include photographic evidence and the research that helped us form an opinion — including sources like realestate.com.au. That validates where our ideas came from and why we’re saying what we’re saying. We generally won’t include extracts from current standards, because we’re providing drawings and a set of standard notes and details on how to do the work instead. What we’ll almost never do is state definitively that damage was not caused by the insured event — because we weren’t at the property before the loss occurred, so we don’t know for certain. We use engineering principles and experience to form an opinion on whether the damage is attributable to the insured event, but we’ll frame it in terms of likelihood, not certainty.

Interviewer: When you hand that report over, what’s the key thing you want the client or insurer to understand about how to move forward?

Matt Cornell: We provide our reports to building consultants so they can put together a scope of work for the insurance company, which then gets distributed to builders. So the report needs to clearly identify what aspects need to go into that building scope — that’s really the core of it.

Interviewer: In your experience, what’s a common misconception about structural damage or repair that you often have to correct?

Matt Cornell: Homeowners, and even insurance companies, aren’t always aware that the age of a building affects what a repair can realistically achieve. The expectation is often that a repaired building will come out essentially as good as new. Builders can do a certain amount of work on an old house that doesn’t meet current standards, but they’re unlikely to guarantee bringing the whole building up to current standards — and engineers can’t help with that either. We do a good job of repairing damage and getting a building back to better than it was before the damage, but that’s not always the same as bringing it to current standards. Some buildings were never fully compliant to begin with. We’re happy to answer specific questions — for example, whether new roof sheeting will be safe and comply — but we’ll never say a whole building we haven’t fully inspected is now compliant with current standards. There’s a certain scope that a rectifying builder or engineer can reasonably work within. Sometimes builders go further than expected because they’re guaranteeing their own work, which offers them some protection — but that doesn’t mean a homeowner is entitled to a brand-new home just because part of it was damaged.

Interviewer: Let’s shift into how you communicate this to clients in plain English. What’s your key principle for explaining complex findings so they feel understood?

Matt Cornell: We try not to make it too complex when explaining things to an insured person. But we’re also writing the report for the insurance company, the building consultant, and the loss adjuster — a lot of people read it — so we avoid heavy technical terminology and try to keep it readable, so people understand what happened, what we think, and what needs to be done. They can then draw their own conclusions, and if they want further engineering advice, they’re welcome to get an independent opinion from another engineer.

Interviewer: Let’s touch on what goes into being an expert witness in these disputes. What shifts for you in that role?

Matt Cornell: Expert witness work increases the stakes dramatically — everything we say, do on site, and write is going to be scrutinised by people doing their best to find reasons we haven’t done a good job, or that we’ve made a mistake or miscommunicated something. It’s a lot more stressful. We’re more careful, and we justify our decisions just as carefully as we always do — but with the added awareness that there’s a dispute in play.

Matt Cornell: And for anyone who’s watched this far — you’re welcome to put your questions in the comments below. I’d love to hear your experiences with insurance events, building consultants, and structural engineers assessing your property. What went right, and what went wrong? I’m Matt Cornell from Cornell Engineers. I hope this has been useful, and I’ll catch up with you next time.

It starts with listening, not assuming

Before forming any opinion, Matt avoids walking onto a site with preconceptions. The process starts with the homeowner: what happened, when, whether they were home, and what they noticed. From there, a walkthrough of the property, photos, and observations begin to build the picture.

Separating new damage from old damage is the hard part

Without knowing a building’s history, distinguishing storm-caused damage from pre-existing wear is genuinely difficult — for any engineer or consultant. Real estate listing photos, Google Street View, and homeowner-supplied images from before the event are often the most reliable evidence available. If damage appears in earlier photos, or if an area looks like it’s been deliberately cleaned up or altered, that’s a signal worth following up — sometimes as far as contacting the real estate agent or original photographer for unedited images.

Why causation matters so much

Confirming that damage happened because of the insured event is the entire reason an engineer gets involved. It determines how an insurer handles the claim, and whether the required work is a full structural scope (think broken trusses from a fallen tree) or a lighter non-structural fix, like plasterboard repair.

Cracked walls usually aren’t as serious as they look

One of the most common misconceptions Matt deals with: a cracked wall doesn’t necessarily mean structural damage. Plasterboard is largely aesthetic — it sits over the frame, which is typically far stronger than most homeowners assume. When plasterboard is replaced under a claim, it also creates an opportunity to inspect the frame directly and confirm whether any deeper repair is needed.

What a good report includes — and what it deliberately doesn’t

Every report includes the photographic evidence and research that shaped the opinion — including sources like real estate listings. What it won’t include is a definitive claim that damage was not caused by the insured event, since no engineer was on-site before the loss occurred. Reports are written in terms of likelihood, based on engineering principles and experience, not certainty.

A repaired building isn’t a new building

A significant misconception among homeowners and even insurers: a repair should bring a building fully up to current standards. In reality, builders and engineers aim to restore a structure to better than its pre-damage condition — not necessarily to full current compliance, especially in older buildings that were never fully compliant to begin with.

Plain English, on purpose

Because a structural report gets read by insurers, building consultants, loss adjusters, and homeowners alike, Matt’s team deliberately avoids heavy technical jargon — aiming for a report that anyone involved can actually understand, with the option to seek independent advice if needed.

When it becomes expert witness work

When a claim turns into a dispute, the stakes change. Every observation, decision, and written word is open to scrutiny from people actively looking for gaps. It’s a more demanding version of the same rigour Matt applies to every job — just under closer watch.


Have you had a structural engineer or building consultant assess storm or insurance damage on your property? Matt would love to hear about your experience — good or bad — in the comments on the video.

Matt Cornell | Cornell Engineers | Brisbane

Categories
Tips & Tricks

What is a Wind Beam in Structural Engineering?

Has your engineer specified a wind beam in your external wall? What is a wind beam and why is it there? Do you even need it??

When wind blows on the walls of a structure, it is primarily the job of the vertical studs to keep the wall upright and transfer wind loads into the rest of the structure.

However, in some places, where the roof and ceiling is very high,  wall studs are not strong enough to handle the applied wind loads.

That’s where wind beams come in.

Typical areas where wind beams may be required include:

  • Raked ceilings in gable roofs where an unsupported wall stud would have to be very tall. The taller the wall studs, the thicker the wall has to be. By specifying a wind beam, your engineer has reduced the span of the studs so they can be normal-sized. The wind beam also helps transfer wind loads to the rest of the building.
A diagram of a house

AI-generated content may be incorrect. Figure 1: Example of a wind beam (WB1) at the tall sections of the gable wall. Columns (C1/C2) are required at each end to support the beam.
  • You might see a wind beam specified beside a stair void or a double-height void. Where the studs are not supported by the floor (because there is no floor!), a wind beam is used to reduce the span of the studs. Similar to the example above, a wind beam across the stair void/double-height void supports the studs and transfers the loads sideways to the floor.
A blueprint of a house

AI-generated content may be incorrect. Figure 2: Example of a wind beam (WB1) under a window in a stairwell. Columns (C1) at each end can support the floor beam.
  • In houses with high ceilings, sometimes the beams over windows and doors have a secondary function – to take the wind loads on the door and distribute them sideways. You don’t want your door to rattle and shake every time you open and close the door do you? When lintels also act as wind beams, we tend to make the beams wider so they have more strength out-of-plane – which is ‘engineer speak’ for sideways loads.

How are wind beams designed?

Technically speaking, we have a few options. Wind beams can be designed using a beam spanning around its major axis (the strong way – Type 1 in the sketch) BUT beams in this direction are often a lot wider than the rest of the wall. So, the beam is going to stick out of the wall awkwardly, and a homeowner probably isn’t going to be very happy.

Type 2 is just a whole heap of top plates stacked on top of each other. Not very effective use of the timber but at least the wind beam is contained within the width of the wall.

A diagram of a structure

AI-generated content may be incorrect. Figure 3: Extract from Hyne Timber design software depicting 3 types of wind beams.

Type 3 is our preferred type of wind beam. The wind beam can be hidden nicely within a finished wall so when it’s complete, no one will even know.

BUT, spanning our beam around its weak axis (minor axis bending) is still not very economical. It is the best case in a bad scenario.

Once a type of wind beam is chosen, there are 4 main factors engineers need to consider when designing a wind beam.

  1. Is the wind beam strong enough to carry the loads applied to it?
  2. Will the beam deflect too much? This is important because if the beam deflects too much, cracking may appear in windows, trims, or finishings and doors may become “sticky”.
  3. How is the beam supported? Typically, wind beams are supported by columns or studs at each end. Your structural engineer also needs to check these supporting elements to ensure they can carry the load from the wind beam to the rest of the building.
  4. Once the wind beam has directed wind loads to the structure, does the structure have the required bracing in place?

Once all 4 factors have been considered, an engineer can often design a wind beam to be hidden within walls and finishings such that you wouldn’t even know they’re there.

Additional note: In some applications, a wind beam may be avoided by using larger or more closely spaced wall studs. In these cases, an engineer may use their best judgement to determine which option is easier to construct and most cost effective.

So, that’s a little bit about wind beams, why engineers use them and what to look out for.

Now, if your builder decided to skip installing a wind beam that has been specified in your plans, then some alternative way of supporting the studs is required. Did they go with bigger studs?

One last thing: Wind beams are just like a lot of other beams in construction. They need to be designed, checked and installed appropriately.

Got a problem with a wind beam?  You might need the help of a local structural engineer!

Categories
Tips & Tricks

Repairing Roofs After Cyclone Alfred

Once again we’re sharing this video by James Cook University. This time it is for #Brisbane builders and homeowners to be aware of.

Also some additional resources for builders:

Repairing storm-damaged roofs

https://www.hpw.qld.gov.au/__data/assets/pdf_file/0026/3959/repairing-storm-damaged-roofs.pdf

Repair of sheet metal roofs in cyclonic areas

https://www.timberqueensland.com.au/Docs/QBCC_TimberQLD_20150223_MetalRoofGuide[1].pdf

Stay safe and I hope you don’t need our help – but we’re here if you do.

Categories
Tips & Tricks

Press Release – Cyclone Alfred

Cyclone Alfred is Coming – But Are Brisbane Homes Ready?

A leading structural engineer in Brisbane has warned homeowners that instead of stripping supermarket shelves of bread and water, they should be flocking to hardware stores to buy framing anchors, roofing screws, and stump tie-down brackets.

Brisbane hasn’t seen a wind event like this in more than 30 years, and this week will be a true test for some of the city’s oldest homes—as well as some of the newest. The wind load provisions for South-East Queensland are inherently lax, and follow-through by engineers and certifiers often leaves a lot to be desired. That means even recently built homes may be at risk of serious damage as Cyclone Alfred bears down on the southeast corner of Queensland.

A Structural Engineer’s Warning

Matt Cornell, a structural engineer who grew up in Mackay, North Queensland, trained at the renowned James Cook University in Townsville, the home of the Cyclone Testing Station. He has witnessed the devastation left behind by countless cyclones.

“When I visited Airlie Beach after Tropical Cyclone Debbie, the trees had been stripped of leaves, roofs on even some of the most modern buildings had been affected, and debris was absolutely everywhere. And that was two months after the cyclone had passed.”

Unfortunately, insurance companies and rectification builders are already stretched thin. Those who do exist often lack formal experience in rebuilding homes after a cyclone.

“You can’t simply rebuild a roof or a veranda to the same standard it was constructed years ago,” Mr Cornell said. “Standards have changed to reflect the increased risk of high winds, even in South-East Queensland. But those rules aren’t retrospective, and existing houses don’t need to be upgraded to comply with current standards. In fact, it’s almost impossible to guarantee that homes will remain unscathed if a cyclone hits Brisbane.”

Brisbane Homes at Risk

The incredible wind forces of a cyclone have often been described as the sound of a train roaring through the suburbs. These winds exert extreme pressure, particularly on the corners and edges of roofs. Older houses that rely on their sheer weight to stay in place are at risk of shifting on their foundations, collapsing walls, or losing their roofs entirely.

Some of the homes at greatest risk are traditional Queenslanders with verandas. Their rusty nails have all but completely deteriorated, their roofing screws have deformed and loosened in the old hardwood timber, and degraded structural members are already weakened. The fasteners holding these structures together are literally hanging on by a thread.

Yet, instead of reinforcing their homes, most Brisbane residents are focused on stocking up on bread and bottled water.

Prioritising the Right Preparations

“What’s a bottle of water going to do for you if you don’t have a roof?” Mr Cornell asked. “There are more important things to worry about right now.”

With just days remaining before Cyclone Alfred is expected to make landfall, homeowners still have time to add extra nails, screws, and bolts to secure their homes. These reinforcements aren’t just the realm of experienced builders—they can be installed by any handy homeowner.

“If I had to choose between a bottle of water or extra screws holding down my roof, I know what I would choose,” said Mr Cornell.

Act Now—Before It’s Too Late

Tropical Cyclone Alfred is forecast to cross the Queensland coast on Friday morning as a Category 2 storm, bringing damaging winds and torrential rain—the two worst threats to homes relying on rusty nails and 50-year-old concrete for lateral stability.

Rain softens the soil, loosening footings that have been secure for decades. As the wind howls through Brisbane, it won’t just be testing old houses—it will be testing whether homeowners took action in time.

Regards,
Matt Cornell