Precast and PreStressed Concrete Lintels

Pre-cast is a generic term - basically its made in a mould and then lifted into place - as opposed to cast in-situ

Pre-stressing is where the reinforcement is pulled tight and the lintel has a slight chamber (or arch shape) and this will take more load than a 'normal' flat lintel

Many people mix up the two terms and actually just mean a concrete lintel
 
Precast is a concrete lintel formed with "normal" high yield or mild rebar that is placed and the concrete then cast.

Prestressed is a concrete lintel with smaller rebar comprising thin high yield steel tendons which are put into tension ie pulled apart as the concrete is cast. These are cut when the concrete has cured, which puts the concrete into compression as the wires try to shorten themselves. The reason for this is that concrete is strong in compression, weak in tension: it therefore reduces the tensile stresses in the concrete when a load is applied ie it's much stronger.
 
Oh the Woodster and I posted at much the same time... :lol:

That was one structures lesson you went to then, eh, Woodsie?!
 
LOL you can see who charges by the hour/word.

Actually that is basic C&G brickwork stuff :P ... who needs structural lessons, pah! :roll:

BTW, I don't think you would want pre-stressed lintels on your house - it messes up the coursing and there should not really be much need for them in terms of load
 
Hi

Whats the difference between a precast and a prestressed concrete lintel ?
"The choice between precast and prestressed lintels isn't just about cost; it's about structural behavior. While a standard precast lintel is reliable for common masonry, prestressing adds an 'active' internal strength that allows for longer spans and slimmer profiles without the risk of deflection."
 
Well I'm glad we finally got this cleared up after 18 years.
 
This is too soon.

I'm still awaiting closure on the disappearance of my wordy friend
 
Pthe lintel has a slight chamber (or arch shape)
No. It shouldn't be banana shaped.

The internal reinforcement may be bowed within it, in which case there's a right and wrong way up which should be marked.

More often the reinforcement is just stretched lengthways, so there's internal compression acting upon the surrounding concrete. So some of the tension taken by the concrete under load only reverses this compression, returning it to a stress-free situation.
 
No. It shouldn't be banana shaped.

The internal reinforcement may be bowed within it, in which case there's a right and wrong way up which should be marked.

More often the reinforcement is just stretched lengthways, so there's internal compression acting upon the surrounding concrete. So some of the tension taken by the concrete under load only reverses this compression, returning it to a stress-free situation.
Eh?
 
Concrete lintels are definitely not curved, pre-stressed or not!
You were responding to Woody talking about prestressed concrete elements, which do sometimes have a slight upward camber. Like B&B floor beams for example.

The rest of your post I questioned above is made up waffle.
 
Normal PSC lintels are straight but on a larger scale prestressed beams are often percambered to improve their performance.

The reinforcing bars in PSC lintels are straight because they are tensioned before the concrete is placed. It is not uncommon for post tensioned beams to have curved tendons though.

Usually the top of a PSC lintel is rough to better key to the mortar but the reinforcement is often BUT NOT ALWAYS symettric so putting it in upside down is not always dangeroius but a silly habit to get in to.
 

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