Public beta · free to start

Finite element analysis that opens like a web page.

Model frames, slabs, walls and shells. Run static, modal, buckling and second-order analysis, and check steel to EN 1993-1-1 or AISC 360 with the clause beside every number. It all runs on your own processor, in a browser tab.

Start modeling free

Free plan, no card needed. Nothing to install.

The Steel hall example in the Elementarium editor: total displacement, plotted with its legend. — Four real projects, open read-only in the real editor: orbit them, click a member, switch results. From a 294-DoF floor bay to a 18,654-DoF road bridge solved in 1.8 s. Times are off the editor's status bar, second run.
What each example teaches

The Concrete floor example in the Elementarium editor: total displacement, plotted with its legend. — Four real projects, open read-only in the real editor: orbit them, click a member, switch results. From a 294-DoF floor bay to a 18,654-DoF road bridge solved in 1.8 s. Times are off the editor's status bar, second run.
What each example teaches

From the first node to the calculation report, in the browser.

Draw the structure, or generate it

Place beams, slabs and walls on a grid, or start from one of 35 parametric structures — trusses, frames, grillages, towers, shells — and edit from there. Draw a slab outline with an opening in it and the all-quad mesher turns it into shell elements that share one stiffness matrix with the frame around it.

Trusses, 3D frames, slabs, walls and shells
Springs, releases, rigid arms and line supports
IFC and SAF import (export on Pro), DXF underlays

Modeling guide

The Generate structure dialog: a parallel-chord truss, 12 m span in eight panels, with its pattern, joint load, sections and placement set before it goes into the model.

Static, modal, buckling and second-order

Linear static for every case and combination. Frequencies and mode shapes with participating mass per direction. α_cr for each load state, and a second-order solve with EN 1993-1-1 §5.3 sway and bow imperfections where α_cr says you need one.

C++ solver compiled to WebAssembly, on up to eight threads
Shells that lock in neither shear nor in-plane bending, with a true drilling DoF
A live solve monitor: progress, convergence, Stop

Analysis reference

The road overpass example after a solve: total displacement under the ULS traffic combination, and the solve monitor showing all eight load cases converged in 1.2 s, 119 iterations at most.

Every utilisation comes with its clause

Steel members are checked to EN 1993-1-1 §6.2–6.3, buckling included, or AISC 360 Chapters D to H, under the national annex you pick once per project, and for deflection, drift and floor frequency at SLS. Expand a member to see every clause, where along the member it governs, and which combination drove it.

Worst member first, worst clause first
Strength and serviceability in one table
Anything the module doesn’t cover is stated on the check

Design checks

A calc package a reviewer can follow

The report carries the inputs, the model, the results and the checks, down to the hand calculation with real numbers substituted into each formula and the clause printed beside it.

Clause reference on every line
PDF laid out as a calculation report
Full report on Pro; a watermarked summary on Free

Reports

A report page: the cross-section verification table, then N_pl,Rd worked out with the section area, yield strength and partial factor substituted.

Drag the load. Watch the slab remesh.

This slab is meshed and solved by the studio's own engine, compiled to WebAssembly and running in this tab. Every time the load moves or the element size changes, the mesher rebuilds the slab in quads, finer round the load and the columns, and the solver works it out with the studio's four-node shell elements. The times are measured on your machine.

50 kN on 50 × 50 cm

Loading the solver…

Element size0.30 m

–

Deflection in mm, downward positive.

Max. deflection: – mm
Max. moment: sagging– kNm/mhogging– kNm/m
Estimated error: –
Mesh: – quads
Last solve, in this tab: mesh–solve–

Supported design codes

The standards the solver applies today. The theory behind it is published, so you can verify it rather than take it on trust.

Standard	Scope	Status
EN 1990ULS and SLS combinations	ULS and SLS combinations	Shipping
ASCE 7LRFD §2.3 and ASD §2.4 combinations	LRFD §2.3 and ASD §2.4 combinations	Shipping
EN 1993-1-1 §6.2–6.3Steel cross-section and member resistance: flexural, torsional and lateral-torsional buckling, 6.61/6.62	Steel cross-section and member resistance: flexural, torsional and lateral-torsional buckling, 6.61/6.62	Shipping
EN 1993-1-5 §4–5Class 4 effective sections and web shear buckling	Class 4 effective sections and web shear buckling	Shipping
AISC 360 Ch. D–HSteel members: tension, compression buckling incl. slender elements, flexure with LTB, shear, H1 interaction	Steel members: tension, compression buckling incl. slender elements, flexure with LTB, shear, H1 interaction	Shipping
EN 1990 · IBC 1604.3Member deflection at SLS, each limit on its own combination	Member deflection at SLS, each limit on its own combination	Shipping
AISC 360 · EN 1990Storey and overall drift, and a floor-frequency screen	Storey and overall drift, and a floor-frequency screen	Shipping
EN 1995-1-1 §7.2Timber deflection with creep	Timber deflection with creep	Shipping
National annexesNationally determined parameters, set once per project	Nationally determined parameters, set once per project	Shipping
EN 1992-1-1Concrete design. The next module	Concrete design. The next module	Not yet
EN 1993-1-8Steel connections and base plates	Steel connections and base plates	Not yet

At your desk and on site.

One account and the same projects on a desktop, laptop, tablet or phone. When someone on site asks for the reaction under column C3, you open the model and read it off.

Nothing to install on any device. A URL and a sign-in.
Every edit syncs as you make it. There is no save button.
Keep working with no signal. Edits merge when you reconnect.
On Pro, your team works in the same model at the same time.

A phone has fewer cores than a workstation, so a large model takes longer to solve on it. Every feature is available on every device.

The concrete floor example: a meshed slab and its deflected surface.

The editor on a phone: the steel hall example solved, total displacement with its legend.

Free to start. One plan after that.

No licence server and no second seat for the laptop. Every design module is in the one plan, and you pay only for the months you use it.

Free

€0

No card needed

3 cloud projects
Models up to 500 degrees of freedom
Every analysis type, every device
1 design check per project, any standard

Create a free account

Pro

€19.99/ month

or €13.99 a month, billed yearly

Unlimited projects and model size
Full calculation reports, no watermark
Combinations generated to EN 1990 and ASCE 7
Real-time collaboration with your team

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