For quoting and early enquiries

Answer the enquiry yourself, on the day it lands.

You describe the part in the words the customer used. If something is missing, it asks before it runs anything. What comes back is an answer you can put in front of them, carrying the numbers it rests on and the assumptions it made.

You are answering an enquiry, and the answer decides whether you bid.

How the answer arrivesa conversation, not a form
YouThe customer sent this STL and wants a price. Can we make it?
AsksTwo things the geometry does not tell me: which grade, and the thin-wall limit you hold yourself to. Shall I run PP unfilled at 1.5 mm?
YouYes, and say so on the page if either one carries the answer.
Can we make itConcern · One wall-thickness concern. Not everything is pass or fail.0.9 s
FillsYes · 41.6 MPa peak9.2 s
9 geometry checks · 12 gate candidates · every run openable

What that looks like

You write the job the way you would say it. What comes back is the answer and the work behind it. Where there is a use case you can open and run today, it is linked.

You say

A customer gave me this part and asked whether we can injection mould it for him. Is it designed in a way that is fit for injection moulding? Tell me anything in the geometry that would cause us trouble, and where on the part it sits.

You get back

A geometry-only check in about a second, every finding carrying the place on the part it came from. It names the checks that did not run rather than staying quiet about them.

concern · wall thickness15,340 elements · 1.5 s

The wall measures 2 mm against the 1.2 mm you hold to, so it clears that today · take the wall down and the check turns before you reach the limit.

what it looked at
thin and thick area fractions against the four limits you set
the other 8 checks ran too
geometry qualityflow pathflow length · thicknessair trapsmass accumulationdraft angleclosing directioncooling time
one part · every finding carries its place on it
Open the check
You say

The geometry came back fine. How many cavities can or should I fit on my machine with 100 t clamping force and a 500 × 500 mm clamping area? Work the clamp force out from the filling pressure and tell me what you had to assume.

You get back

The measured cavity pressure turned into the clamp force the job needs, at whatever cavity count you are considering. The runner and the safety margin stay yours, and it says so.

Clamp force from the run41.6 MPa measured
cavities
9,600 mm2 × 41.6 MPa × 2
81 t799 kN of clamp
50 t100 t150 t250 t
runner not included · the safety margin is yours
Put a part through the solver
You say

The customer wants the wall taken down to 1.5 mm to save material. We do not go under 1.2 mm on a part like this. Check it against that limit and tell me how much of the surface would fall outside it.

You get back

The wall-thickness check against your own limits, and how much of the surface falls outside them. The limits are yours to set, not ours.

2 mm plate · your limit 1.2 mmpass
0.8 mmyour limit 1.22.0 mm

clears the limit you hold to, with room left

the limit is yours, not ourstake it lower
See the limits move
You say

Put this into our quote template so I can send it this afternoon. Use the numbers you just worked out, and mark clearly which ones are results and which ones are assumptions I should sanity check.

You get back

The PowerPoint you already use, filled in with the answer, the numbers and the figures behind them.

simple plateyour logo
Gate recommendation
Gates2 gates · inset pair
Rate40 cm³/s
Weld lines1
12 candidates over 4 phases · every run openable
See the study that writes it

Start with something real

Every use case is a worked job you can point at your own part. Take one as it stands, then say what is different about yours.

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