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Frameless PartitionsInternal Glass for Homes

Structural glass partitions: what the word structural is doing

Structural is the most oversold word in glazing. This page sets out what it means in engineering terms, when a glass screen in a house genuinely is structural, and when you are being charged for the word.

A vertical butt joint between two frameless glass panels, filled with a fine clear silicone line

What structural glass partitions actually means

Structural glass partitions, used properly, means glass that is doing a structural job: carrying something other than itself, resisting a defined load, or acting as part of the building’s stability. Used loosely, which is most of the time, it just means a big piece of glass with not much metal round it. The two are priced very differently, and knowing which one you are being quoted is the only thing on this page that will save you money.

Here is the plain version. A full height screen standing between two rooms in a house, fixed in a channel at floor and ceiling, with nothing above it and no floor level change either side, is not structural. It carries its own weight and resists people leaning on it. That is it. It needs to be correctly specified and correctly fixed, and that is an engineering question in the ordinary sense, but it is not structural glazing and it should not carry a structural glazing price.

Three loads a glass screen in a house might carry

Everything about specification follows from which loads apply, so it is worth separating them.

The first is self weight. Toughened glass weighs about 2.5kg per square metre per millimetre of thickness, so 10mm runs to roughly 25kg per square metre and 12mm to about 30kg. A 2.5m by 1.2m panel in 12mm is therefore around 90kg. That load goes down through setting blocks into the floor channel, and the only thing it asks of the building is that the floor can take a point load at that line. In a house with timber joists running the wrong way, that is occasionally a genuine question and a reason to look under the floor before fitting.

The second is lateral load from people: someone leaning, a child running into it, a chair backing into it. This is the load that actually governs the thickness of a domestic screen. A taller or narrower panel bends more under the same push, so slenderness rather than area is what pushes you from 10mm to 12mm. This is also why a screen that feels slightly springy to the hand is not necessarily unsafe, but it is usually under-specified for comfort.

The third is barrier load, and this is the one that changes everything. If the glass protects a change in level, a stair, a landing edge, a mezzanine, then it is a barrier and it has to be designed to BS 6180 for horizontal line loads appropriate to the building’s use, not merely specified to look right. That is a genuinely structural duty. Almost every domestic screen that needs engineering input needs it for this reason and no other.

When glass genuinely is the structure

There is real structural glazing, and it is a different world. Glass beams and fins carrying a roof. Walk-on floors and glass treads. Frameless glass boxes where panels are bonded together with structural silicone and the assembly holds itself up. Glass balustrades where the glass is the only guarding, clamped in a base shoe and designed as a cantilever. Large frameless screens that stabilise a structural opening after a wall has come out.

All of those involve calculation, a defined load case, specified glass build-ups, usually heat soaked toughened laminated glass, and in most cases a structural engineer putting their name to it. They are expensive for good reasons. If any of that is your project, you need it done properly and the cost is not negotiable in any sensible way.

What they have in common is that failure of the glass would mean something else fails: a roof sags, a person falls, a floor gives way. That is the test. If your screen broke tomorrow and the only consequence would be a mess and a gap between two rooms, it is not structural, whatever the quote calls it.

Thickness, slenderness and why a tall panel wants to be thicker

Deflection under a lateral push is governed by the panel’s stiffness, and stiffness rises very sharply with thickness. Going from 10mm to 12mm is a 20 per cent increase in thickness and well over a 70 per cent increase in bending stiffness, which is why the step from 10 to 12 feels so much bigger in the hand than the numbers suggest. The same effect is why 8mm is fine for a 1.8m shower panel and not for a 2.7m room divider.

The useful rule of thumb for a house is this. Up to about 2.4m high and a reasonable panel width, 10mm toughened is sound for an internal screen with no barrier duty. Above that, or where the panel is tall and narrow enough that its own proportions make it flexible, 12mm is the honest answer. Where the screen is also a barrier, forget rules of thumb: that is a calculated case and usually a laminated build-up.

Fixing matters as much as thickness, and it is where more jobs go wrong. A panel held in a channel at floor and head is restrained on two edges and behaves predictably. The same panel with only a floor channel and a couple of brackets at the top is a different structure entirely. If a quote for structural glass partitions is vague about how the head is restrained, that is the question to push on, not the millimetres.

Toughened or laminated: what happens the day it breaks

Toughened glass is four or five times stronger than ordinary annealed glass of the same thickness, and when it does break it goes entirely, into small blunt fragments. That is a safety feature at head height and a problem where the glass has a continuing job to do. The panel is gone in a second and whatever it was holding up or holding back is unsupported.

Laminated glass is two or more panes bonded to an interlayer, made to BS EN 14449. Break it and the fragments stay stuck to the interlayer, and the broken panel retains some capacity. On a non-barrier internal screen that post-breakage capacity buys you tidiness and nothing more, and it costs real money. On a balustrade, overhead glazing, or anything where a person could fall, it is not an upgrade, it is the specification.

The related question is heat soaking. Toughened glass carries a very small inherent risk of spontaneous breakage from nickel sulphide inclusions, and heat soak testing to BS EN 14179 finds most of those panels in the factory instead of on your wall. For overhead glass and barriers it is a reasonable thing to pay for. For a 10mm internal screen standing between a kitchen and a dining room at ground level, it is a cost most households do not need to carry, and we will say so.

One more thing worth knowing before you compare quotes. The word structural also gets attached to the fixing method rather than the glass, as in structural silicone glazing, where panels are bonded to a frame or to each other with a high modulus sealant instead of being clamped. That is a genuine technique with its own standards and its own failure modes, and it belongs on frameless glass boxes and curtain walling. Inside a house, a panel sitting in a channel on resilient blocks is simpler, cheaper, serviceable and easier to take out again, and it is what we fit unless there is a reason not to.

When you need a structural engineer, and when you are being sold one

You need an engineer if the screen guards a change in level, if it is overhead, if it spans unusually tall, if it is doing any part of the job of a wall that has been removed, or if a building control officer asks for calculations. In those cases the engineer protects you, and the fee is small against the consequence of getting it wrong.

You do not need one for a free-standing full height screen between two rooms on a solid or well-supported floor, with the head restrained into joists or noggins and no level change either side. We fit a lot of those and none of them want calculations. If a quote adds a structural design fee for that job, ask in writing what load case is being designed for and what the glass is restraining. A straight answer will either justify the fee or end it.

If a company cannot tell you in one sentence what load their structural glass partitions are designed to carry, the word structural is doing marketing work rather than engineering work.

We cut, edge, polish, toughen and laminate glass in our own workshop at 6 Atlas Road in Wembley, so we are able to make up a heavy laminated structural build-up when a job genuinely needs one. We would rather specify 10mm toughened and send you a smaller bill when it does not. Free survey across London, fixed written quotation, and if your job does need an engineer we will tell you that before we price it. 020 4634 6045, Monday to Friday, 8am to 5pm.

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FAQ

Questions about structural glass partitions

Is a glass partition wall load bearing?

Almost never in a house. A glass partition is normally a non-loadbearing screen: it carries its own weight down into a floor channel and resists people leaning on it, and nothing above it depends on it. If a structural wall has been removed, the load is carried by a steel beam, and the glass screen beneath is independent of that beam and could be taken out without affecting it. The exceptions are glass that guards a change in level, which has a defined barrier duty under BS 6180, and genuine structural glazing such as glass beams, fins or walk-on floors. Those are designed cases with calculations behind them.

What thickness of glass is used for structural glass partitions?

For a full height internal screen in a house with no barrier duty, 10mm toughened is the usual specification up to around 2.4m, and 12mm toughened above that or where a panel is tall and narrow enough to feel flexible. Where the glass is genuinely structural, carrying load or guarding a drop, thickness is calculated rather than chosen, and the answer is normally a laminated build-up such as two panes of 10mm or 12mm bonded together, sometimes heat soaked. The jump in stiffness from 10mm to 12mm is much larger than the 2mm suggests, which is why that step is worth paying for and the next one often is not.

Do structural glass partitions need a structural engineer?

It depends on what the glass is doing. If it guards a change in level, sits overhead, spans unusually tall, or replaces any part of a wall that has been taken out, then yes, and the calculations are worth having. A free-standing screen between two rooms on a sound floor, restrained in a channel at floor and ceiling with no level change either side, does not need engineering input and should not be charged for it. If a quotation includes a structural design fee, ask what load case is being designed and what the glass restrains. A clear answer settles it either way.

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Tell us the opening and what you are trying to separate. We survey across London and quote in writing with the glass and hardware stated.

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