For specifiers
For construction product manufacturers
A technical rep for every product, on your side 24/7. Make your products easier to verify. Faster to specify.
Not a chatbot reading datasheets. Describe the condition you actually have and get the detail designed for it — with the evidence attached, and the limits stated.
Clariti helps technical and sales teams answer product enquiries using approved evidence, calculations and clear limits, so specifiers can choose with confidence.
“I need a fire barrier in a 50 mm ventilated cavity, 60 min…”
Free for specifiers · every design names its evidence
Approved evidence · visible calculations · clear limits
Three surfaces, one source of truth
Every answer comes from the same verified data
Your verified product data and calculations sit underneath all three, so your team, your customers and the specifiers choosing your products all get the same answer.
Your team asks in plain English and gets the answer with its source cited, instead of digging through datasheets, test reports and old calculations.
Answer any product question in seconds
Cast-in channel example
You give the condition. Clariti selects the right product.
One cast-in channel example: C30/37, cracked concrete, 75 mm edge distance, two brackets each carrying 5.0 kN shear and 3.25 kN tension. Follow the 3D design, checks and report.
Scroll to view all seven steps →
01 · Describe
Start with the project condition
02 · Review
Clariti reads the design inputs
- Concrete
- C30/37, cracked
- Member
- 250 mm
- Edge distance
- 75 mm
- Each bracket
- 5.0 kN shear · 3.25 kN tension
03 · Compare
Compare supported options
04 · Visualise
Watch the 3D design take shape
CPRO50-350 · M20 · 75 mm edge
05 · Check
Run the applicable checks
Governing: shear with lever arm · 99% utilisation
Pass assumes full rotational fixity at the bolt connection.
Basis: EN 1992-4
06 · Evidence
Review the result and its report
Open calculation report07 · Limits
Check the assumption before specifying
This pass assumes full rotational fixity at the bolt connection. If that cannot be evidenced, return the design for technical review before specifying.
Calculation checked · EN 1992-4
Calculation-checked cast-in channel example · EN 1992-4
T Design brief: two brackets, each 5.0 kN shear and 3.25 kN tension, 75 mm from the edge of a 250 mm cracked C30/37 slab. Which channel passes, and what is the calculation basis?
Understanding the condition Comparing supported products Building the design Checking the result
- Reading the project conditions
- Comparing the supported CPRO50 range
- Building the 3D model
- Running 24 EN 1992-4 checks
◎ 24 checks evaluated · 18 applicable · 18 passed
Calculation checked: CPRO50-350 with M20 bolts. All 18 applicable checks pass, subject to confirming full rotational fixity at the bolt connection. Governing: shear with lever arm, 0.99.
References
Example provenance · Validated content pack + Clariti calculation report · exported 1 October 2026
Limit to confirm: this pass assumes full rotational fixity at the bolt connection. If that cannot be evidenced, return the design for technical review before specifying.
Clariti is AI and can make mistakes. Please double-check responses.
The 3D model appears here Reading the project conditions Comparing supported products Building the 3D model Checking the design
DWGSTP3DM Parameters 15 tracked · 2 to review
Channel
Applied loads
Applied load 1
Applied load 2
From question to evidence
Question in. Verified answer out.
Watch one customer enquiry become a checked design, an explained result and a calculation report.
Scroll to view all seven steps →
01 · Receives
The real question comes in
02 · Understands
The condition becomes checkable
- Concrete
- C30/37, cracked
- Member
- 250 mm
- Edge distance
- 75 mm
- Each bracket
- 5.0 kN shear · 3.25 kN tension
03 · Compares
A supported option emerges
04 · Builds
The detail becomes visible
CPRO50-350 · M20 · 75 mm edge
05 · Checks
Every check has a result
Governing: shear with lever arm · 99% utilisation
Basis: EN 1992-4
06 · Explains
The reply is ready to review
Open calculation report07 · Limits
The boundary stays visible
This pass assumes full rotational fixity at the bolt connection. If that cannot be evidenced, return the design for technical review before specifying.
Calculation checked · EN 1992-4
Verified cast-in channel example · EN 1992-4
T Customer request: two brackets, each 5.0 kN shear and 3.25 kN tension, 75 mm from the edge of a 250 mm cracked C30/37 slab. Which channel, and can you send the calc?
Understanding the condition Comparing supported products Building the design Checking the result
- Reading the project conditions
- Comparing the supported CPRO50 range
- Building the 3D model
- Running 24 EN 1992-4 checks
◎ 24 checks evaluated · 18 applicable · 18 passed
PASS: CPRO50-350 with M20 bolts. All 18 applicable checks pass. Governing: shear with lever arm, 0.99.
References
Example provenance · Validated content pack + Clariti calculation report · exported 1 October 2026
Limit to confirm: this pass assumes full rotational fixity at the bolt connection. If that cannot be evidenced, return the design for technical review before specifying.
Clariti is AI and can make mistakes. Please double-check responses.
The 3D model appears here Reading the project conditions Comparing supported products Building the 3D model Checking the design
DWGSTP3DM Parameters 15 tracked · 2 to review
Channel
Applied loads
Applied load 1
Applied load 2
What comes back
A result you can review, not just trust.
Clariti identifies the governing failure, tests practical alternatives against the project constraints, and returns a visualised design with every applicable check and assumption available for review.
Full rotational fixity to confirm
CPRO50-350 with M20 bolts
Selected after Clariti diagnosed the original failures and tested practical alternatives without changing the edge distance, member thickness, load positions, or applied loads.
Basis: EN 1992-4Version 1 locked
View all 24 outcomes
24 checks were evaluated: all 18 applicable checks passed and six non-applicable checks were skipped.
Tension
- 3.1 · Steel Failure - Anchor in Tension 13% · Pass
- 3.2 · Steel Failure - Connection 15% · Pass
- 3.3 · Steel Failure - Channel Lips 13% · Pass
- 3.4 · Steel Failure - Channel Bolt 4% · Pass
- 3.5 · Steel Failure - Channel Flexure 6% · Pass
- 3.6 · Pull Out Failure 10% · Pass
- 3.7 · Concrete Cone Failure 27% · Pass
- 3.8 · Splitting Failure 23% · Pass
Shear
- 4.2 · Steel Failure - Anchor in Shear 12% · Pass
- 4.3 · Steel Failure - Connection Shear 14% · Pass
- 4.4 · Steel Failure - Channel Lips (Shear) 15% · Pass
- 4.5 · Steel Failure - Channel Bolt (Shear with Lever Arm) 99% · Pass
- 4.6 · Concrete Pry Out 21% · Pass
- 4.7 · Concrete Edge Failure 83% · Pass
Combined
- 7.1 · Steel Failure - Channel Bolt (Combined) 97% · Pass
- 7.2 · Steel Failure - Channel Lips & Flexure (Combined) 4% · Pass
- 7.3 · Steel Failure - Anchor & Connection (Combined) 4% · Pass
- 7.4 · Concrete Failure (Combined Loads) 90% · Pass
Six non-applicable checks · skipped
- Concrete Blow Out Failure
- Steel failure of supplementary tensile reinforcement
- Anchorage failure of supplementary tensile reinforcement
- Steel Failure - Channel Bolt (Shear without lever arm)
- Supplementary Reinforcement - Steel Failure
- Supplementary Reinforcement - Anchorage Failure
Available in Clariti today Cast-in channels · Masonry supports · Fire barriers
What manufacturers gain
Answer faster. Prove the fit.
Give specifiers a clearer route from product question to confident decision.
- 01 Support
Reuse approved answers
Draft recurring responses from the same reviewed evidence.
- 02 Insight
See what customers need
Spot recurring questions and evidence gaps.
- 03 Growth
Make product fit easier to prove
Show why the product suits the project before they choose.
Specifications are commercial opportunities, not guaranteed sales.
Not a datasheet · not a selector
What they do with your datasheet
You don't need a datasheet or a selector. You need an answer you can trust. They don't want your datasheet or your selector. They want an answer, and they won't wait.
118 pages · 340 values · one of them is yours
118 pages · 340 values · they need one of them
- Read the datasheet20 min — and still unsure
- Click through the selector9 steps — and no reason given
- Email the technical team3 days
No document to search, no selector to click through, nothing to double-check. If it isn't covered, it says so.
Every hour they spend looking is an hour your product can be swapped out. If it isn't covered, it says so — and sends them to your team.
Where the answer actually comes from
What your people know
Most of what you need was never written down. What specifiers need to know is in your engineers' heads.
- 01
Datasheets, test reports, standards, approvals. Everyone has these — and they stop at what fits on an A4 page.
Your datasheets, test reports and approvals carry what fits on an A4 page. Specifiers read them and still have to guess.
- 02
The rest sits with the manufacturer — in their engineers' heads, or in reports nobody hands over whole. We sit with them and codify it: the in-between values, the edge cases, what to use where and how it has to be designed. Then we test it.
The rest is in your employees' heads, and in reports you would never send whole. We codify it with your technical team — the in-between values, the edge cases, where it may be used and how it has to be designed. Then we test it.
- 03
So on a Friday afternoon, when your cavity is 47 mm and the load case is not in the datasheet, you still get the answer — with its evidence attached.
So on a Friday afternoon, when their cavity is 47 mm and the load case is not in your datasheet, your product still gets specified — on your evidence.
Clariti design example
See a design in 3D.
See a masonry support design in 3D alongside its inputs and optimisation summary.
Start here
Try it on your next detail.Bring us one real enquiry.
Free for specifiers · every answer names its source
We’ll show you the answer, evidence and limits using your products.