[{"data":1,"prerenderedAt":686},["ShallowReactive",2],{"kb-en-\u002Fkb\u002Fcollaboration\u002Fdevices":3,"kb-nav-en":299},{"page":4,"fallback":290},{"id":5,"title":6,"body":7,"description":288,"extension":289,"faq":290,"meta":291,"navigation":292,"ogImage":293,"order":280,"path":294,"raw":290,"robots":293,"schemaOrg":293,"seo":295,"sitemap":296,"stem":297,"__hash__":298},"content_en\u002Fkb\u002Fcollaboration\u002Fdevices.md","Working across devices",{"type":8,"value":9,"toc":278},"minimark",[10,14,19,28,31,52,59,63,152,155,167,171,178,185,190,198,202,255,259,266,270],[11,12,13],"p",{},"An Elementarium project lives in your account, not on a machine. Every device you sign in\non has it — with the whole solver, not a viewer.",[15,16,18],"h2",{"id":17},"the-same-project-everywhere","The same project everywhere",[11,20,21,22,27],{},"Sign in on a second device and the project list is the one you left. Open a project and it\nis in the state the last device left it, because every edit is recorded and synced as it\nhappens — no save button and no file to carry. See\n",[23,24,26],"a",{"href":25},"\u002Fkb\u002Fcollaboration","Collaboration and sync",".",[11,29,30],{},"Two consequences that are easy to miss:",[32,33,34,46],"ul",{},[35,36,37,41,42,27],"li",{},[38,39,40],"strong",{},"A project opened on a device stays available there offline."," Open it on the laptop\nbefore the train; it is there in the tunnel. See\n",[23,43,45],{"href":44},"\u002Fkb\u002Fcollaboration\u002Fworking-offline","Working offline",[35,47,48,51],{},[38,49,50],{},"Solves are local to each device."," Pressing solve on the tablet runs the solver on the\ntablet's processor. Results are part of the project and sync like everything else, so a\nsolve run at the desk is readable on the phone — but re-solving on the phone re-runs it\nthere.",[11,53,54,55,27],{},"One subscription covers all of them: no per-device seat and no limit on the number of\ndevices; the plan follows the engineer. See ",[23,56,58],{"href":57},"\u002Fkb\u002Faccount\u002Fplans","Plans and limits",[15,60,62],{"id":61},"what-runs-where","What runs where",[64,65,66,84],"table",{},[67,68,69],"thead",{},[70,71,72,75,78,81],"tr",{},[73,74],"th",{},[73,76,77],{},"Desktop and laptop",[73,79,80],{},"Tablet",[73,82,83],{},"Phone",[85,86,87,102,116,128,139],"tbody",{},[70,88,89,93,96,99],{},[90,91,92],"td",{},"Modeling",[90,94,95],{},"Full",[90,97,98],{},"Full, touch",[90,100,101],{},"Full, touch — practical for small edits",[70,103,104,107,110,113],{},[90,105,106],{},"Meshing and solving",[90,108,109],{},"Full, threaded where the browser allows",[90,111,112],{},"Full, on the tablet's cores",[90,114,115],{},"Full, slower, memory-bound sooner",[70,117,118,121,123,125],{},[90,119,120],{},"Results, diagrams, tables",[90,122,95],{},[90,124,95],{},[90,126,127],{},"Full, one panel at a time",[70,129,130,133,135,137],{},[90,131,132],{},"Design checks and reports",[90,134,95],{},[90,136,95],{},[90,138,95],{},[70,140,141,144,147,149],{},[90,142,143],{},"Multiple viewers side by side",[90,145,146],{},"Yes",[90,148,146],{},[90,150,151],{},"Panels stack instead",[11,153,154],{},"The solver is the same WebAssembly binary on every device, running on x86 or ARM as the\ndevice provides. What differs is cores, memory and screen.",[156,157,159],"callout",{"type":158},"note",[11,160,161,162,166],{},"A large shell model that needs a desktop's memory will not solve on a phone. The\n",[23,163,165],{"href":164},"\u002Fkb\u002Fgetting-started\u002Fsystem-requirements#memory-is-the-limit","failure is the browser's memory ceiling",",\nnot anything about the plan.",[15,168,170],{"id":169},"what-changes-on-a-small-screen","What changes on a small screen",[11,172,173,174,177],{},"The desk layout — the ribbon, the properties panel, as many viewports as you want docked\nside by side and the table dock underneath — is wrong on a phone, so it does not try. The same panels\n",[38,175,176],{},"stack"," into something a thumb can drive, one in front at a time, with touch targets\nsized for a finger rather than a cursor.",[179,180],"kb-figure",{":narrow":181,"alt":182,"caption":183,"src":184},"true","The editor on a phone: the ribbon tabs, the example strip, the Total displacement viewport with its legend and view cube, and a status bar reading Solved, 1 warning, v0.5.0","The steel hall on a 390 px wide phone screen, v0.5.0: the project bar with Solve, the ribbon tabs, the example strip with Make it mine, the two viewports as tabs of one pane with the displacement showing, and a status bar with the solve state, the issue count and the app version.","\u002Fkb\u002Fmobile-hall.webp",[179,186],{":narrow":181,"alt":187,"caption":188,"src":189},"The editor on a phone with the Properties sheet open for Element E8: General with ID and type Beam (3D), Connectivity with nodes N25 and N22 as links and length 6 m, Material S235, Section HEA 320, the Columns group, and collapsed End releases, Local coordinate system and Eccentricity","The Properties panel as a sheet on the same phone: column E8 of the steel hall, picked in the 3D view and opened from the 1 selected chip. Rows and fields are sized for a thumb, the end nodes are links, and lists open without bringing up the keyboard.","\u002Fkb\u002Fmobile-properties.webp",[11,191,192,193,197],{},"The layout you arrange on a large screen is kept with your workspace, so the desk comes\nback as you left it. See the ",[23,194,196],{"href":195},"\u002Ffeatures#layout","workspace layout"," on the features page.",[15,199,201],{"id":200},"where-each-device-earns-its-place","Where each device earns its place",[64,203,204,214],{},[67,205,206],{},[70,207,208,211],{},[73,209,210],{},"Device",[73,212,213],{},"Use",[85,215,216,226,236,246],{},[70,217,218,223],{},[90,219,220],{},[38,221,222],{},"Desk",[90,224,225],{},"Building the model, meshing, the runs you report, the report itself",[70,227,228,233],{},[90,229,230],{},[38,231,232],{},"Laptop",[90,234,235],{},"The same, anywhere with a chair. The threaded solver build needs the browser to grant cross-origin isolation, which current desktop browsers do",[70,237,238,243],{},[90,239,240],{},[38,241,242],{},"Tablet on site",[90,244,245],{},"Opening the model at the structure, checking a member size or a reaction against what is in front of you. Small edits are practical; re-solving a frame takes a moment",[70,247,248,252],{},[90,249,250],{},[38,251,83],{},[90,253,254],{},"Reading a result, opening a project someone just shared to see what they mean, the number for the meeting. Modeling is possible and not where the time goes",[15,256,258],{"id":257},"browsers-and-sign-in","Browsers and sign-in",[11,260,261,262,27],{},"Any current Chrome, Edge, Firefox or Safari — on Windows, macOS, Linux, ChromeOS, iPadOS,\niOS or Android. The first sign-in on a device needs a connection; after that the project\nstays available on it. Details in\n",[23,263,265],{"href":264},"\u002Fkb\u002Fgetting-started\u002Fsystem-requirements","System requirements",[15,267,269],{"id":268},"two-devices-one-engineer","Two devices, one engineer",[11,271,272,273,277],{},"Editing the same project on two of your own devices at once is the same as two engineers\nsharing it: edits to different objects both apply, and the later write wins where both\ntouch the same property, resolved identically on every device. Solving on both at once\nconflicts with nothing. The rules are in\n",[23,274,276],{"href":275},"\u002Fkb\u002Fcollaboration\u002Fsharing-projects","Sharing a project",", and they are the same whether the\nsecond device is yours or a colleague's.",{"title":279,"searchDepth":280,"depth":280,"links":281},"",2,[282,283,284,285,286,287],{"id":17,"depth":280,"text":18},{"id":61,"depth":280,"text":62},{"id":169,"depth":280,"text":170},{"id":200,"depth":280,"text":201},{"id":257,"depth":280,"text":258},{"id":268,"depth":280,"text":269},"One account on every device — how a project follows you from desk to laptop, tablet or phone, and what changes on a small screen.","md",false,{},true,null,"\u002Fkb\u002Fcollaboration\u002Fdevices",{"title":6,"description":288},{"loc":294},"kb\u002Fcollaboration\u002Fdevices","kA7CCzGg0bjeayAo45_r04tZDA8yVEm_4jZ1poitNYw",{"sections":300,"extras":602,"flat":615},[301,334,376,395,430,461,488,519,538,565,580],{"path":302,"slug":303,"title":304,"description":305,"icon":306,"articles":307},"\u002Fkb\u002Fgetting-started","getting-started","Getting started","From an empty tab to a solved, checked structure — the three guides that get you productive in Elementarium.","lucide:rocket",[308,312,316,320,322,326,330],{"path":309,"title":310,"description":311,"translated":292},"\u002Fkb\u002Fgetting-started\u002Fkeyboard-shortcuts","Keyboard shortcuts","Every key binding in the workspace, the pointer gestures in the viewports, what the number fields accept, and what the command palette understands.",{"path":313,"title":314,"description":315,"translated":292},"\u002Fkb\u002Fgetting-started\u002Fquickstart","Quickstart","Build a portal frame, load it, solve it and read the bending moment diagram — about ten minutes from an empty tab.",{"path":317,"title":318,"description":319,"translated":292},"\u002Fkb\u002Fgetting-started\u002Fscope-and-limits","Scope and limits","What Elementarium models, solves and checks today, and what it does not — on one page, before you commit a job to it.",{"path":264,"title":265,"description":321,"translated":292},"Which browsers and devices run Elementarium, how threading affects solve speed, and where the practical ceiling on model size comes from.",{"path":323,"title":324,"description":325,"translated":292},"\u002Fkb\u002Fgetting-started\u002Finterface-tour","Tour of the workspace","The ribbon, properties panel, dockable viewports, table dock, command palette and status bar — what each part of the editor is for.",{"path":327,"title":328,"description":329,"translated":292},"\u002Fkb\u002Fgetting-started\u002Funits","Units","How units work in Elementarium — SI inside, your unit system on screen — and the handful of conversions that cause most wrong answers in structural models.",{"path":331,"title":332,"description":333,"translated":292},"\u002Fkb\u002Fgetting-started\u002Ffirst-analysis","Your first analysis","Load cases, combinations and a linear static solve — then how to decide whether the answer is trustworthy.",{"path":335,"slug":336,"title":92,"description":337,"icon":338,"articles":339},"\u002Fkb\u002Fmodeling","modeling","Bars, beams, 3D frames, slabs and walls. Geometry, sections, supports and releases that behave like the real structure.","lucide:frame",[340,344,348,352,356,360,364,368,372],{"path":341,"title":342,"description":343,"translated":292},"\u002Fkb\u002Fmodeling\u002Fbars-beams-and-trusses","Bars, beams and trusses","When a member should be a bar and when a beam, how to model trusses and bracing, and what to do about members that only work in tension.",{"path":345,"title":346,"description":347,"translated":292},"\u002Fkb\u002Fmodeling\u002Fdrawings-and-snapping","Drawings & snapping","Importing a DXF as a reference underlay, choosing its units and plane, and snapping model geometry onto it accurately.",{"path":349,"title":350,"description":351,"translated":292},"\u002Fkb\u002Fmodeling\u002Felastic-foundations","Elastic foundations","Grade beams, strip footings and walls on ground as line supports on springs — choosing a subgrade modulus, and where the model stops being true.",{"path":353,"title":354,"description":355,"translated":292},"\u002Fkb\u002Fmodeling\u002Fplane-frames-in-3d","Plane frames in a 3D solver","When to use the 2D Frame and 2D Truss model types, why a flat structure in a 3D model is a mechanism, and how to restrain it.",{"path":357,"title":358,"description":359,"translated":292},"\u002Fkb\u002Fmodeling\u002Fsections-and-materials","Sections & materials","What a section and a material contribute to the stiffness matrix and the design checks, and the values worth checking twice.",{"path":361,"title":362,"description":363,"translated":292},"\u002Fkb\u002Fmodeling\u002Fsurfaces","Slabs, walls and shells","Modelling surfaces in Elementarium — outlines, openings and thickness, how a beam or a wall attaches to a slab, local axes, and what a surface result means.",{"path":365,"title":366,"description":367,"translated":292},"\u002Fkb\u002Fmodeling\u002Fstructure-generators","Structure generators","Thirty-five parametric structures — trusses, frames, arches, towers, domes and shells — generated from a few dimensions, with supports and loads.",{"path":369,"title":370,"description":371,"translated":292},"\u002Fkb\u002Fmodeling\u002Fsupports-and-releases","Supports & releases","Pins, fixities, springs and end releases — what each one does to the stiffness matrix, and when each is right.",{"path":373,"title":374,"description":375,"translated":292},"\u002Fkb\u002Fmodeling\u002Ffirst-model","Your first model","The modeling loop end to end — geometry, sections, supports and releases — on a structure small enough to check by hand.",{"path":377,"slug":378,"title":379,"description":380,"icon":381,"articles":382},"\u002Fkb\u002Fmeshing","meshing","Meshing","Mesh density, local refinement and the quality checks that tell you when a mesh is fine enough to trust.","lucide:grid-3x3",[383,387,391],{"path":384,"title":385,"description":386,"translated":292},"\u002Fkb\u002Fmeshing\u002Felement-size","Choosing element size","Starting mesh densities for slabs, walls and rafts, and the convergence test that decides whether a mesh is fine enough.",{"path":388,"title":389,"description":390,"translated":292},"\u002Fkb\u002Fmeshing\u002Frefinement","Local refinement","Where to spend elements, where not to bother, and how to refine without wrecking element shape.",{"path":392,"title":393,"description":394,"translated":292},"\u002Fkb\u002Fmeshing\u002Fquality-checks","Mesh quality","Aspect ratio, skew and warping — what degrades a result, what the mesher reports, and how to tell whether the elements you are worried about matter.",{"path":396,"slug":397,"title":398,"description":399,"icon":400,"articles":401},"\u002Fkb\u002Floads","loads","Loads & combinations","Build load cases, generate code combinations automatically and find out which one actually governs.","lucide:arrow-down-to-line",[402,406,410,414,418,422,426],{"path":403,"title":404,"description":405,"translated":292},"\u002Fkb\u002Floads\u002Fasce-7-combinations","ASCE 7 combinations","LRFD and ASD combinations to ASCE 7-22 — how the generator maps your load groups onto D, L, Lr, S, W and E, and pairing them with the AISC check.",{"path":407,"title":408,"description":409,"translated":292},"\u002Fkb\u002Floads\u002Fcombinations","Automatic combinations","Generating EN 1990 and ASCE 7 combinations, understanding the equations behind them, and reading the generated set critically.",{"path":411,"title":412,"description":413,"translated":292},"\u002Fkb\u002Floads\u002Fenvelopes","Envelopes","Extracting the governing value across dozens of combinations without reading every one — and the traps in doing so.",{"path":415,"title":416,"description":417,"translated":292},"\u002Fkb\u002Floads\u002Fload-cases","Load cases","Actions, self-weight, imposed loads and load arrangements — how to build cases that stay separable.",{"path":419,"title":420,"description":421,"translated":292},"\u002Fkb\u002Floads\u002Fload-panels","Load panels","Areas that hand a floor, roof or wall pressure to the members around them as line loads, one way or two way, without meshing a slab.",{"path":423,"title":424,"description":425,"translated":292},"\u002Fkb\u002Floads\u002Ftemperature-loads","Temperature loads","Uniform temperature change and through-depth gradients — what each does to a free and a restrained structure, and the coefficients to use.",{"path":427,"title":428,"description":429,"translated":292},"\u002Fkb\u002Floads\u002Fwind-and-snow","Wind and snow","Wind to EN 1991-1-4 and snow to EN 1991-1-3, generated on a building envelope — site inputs, recognised roof shapes, the cases produced, and the limits.",{"path":431,"slug":432,"title":433,"description":434,"icon":435,"articles":436},"\u002Fkb\u002Fanalysis","analysis","Analysis types","Linear static, modal, linear buckling and second-order — what each analysis assumes, what it returns and how to read the result.","lucide:activity",[437,441,445,449,453,457],{"path":438,"title":439,"description":440,"translated":292},"\u002Fkb\u002Fanalysis\u002Fsolvers","Choosing a linear solver","Conjugate gradients with Jacobi, incomplete Cholesky or multigrid, or a direct factorisation — what each does, how to watch it, and when the choice matters.",{"path":442,"title":443,"description":444,"translated":292},"\u002Fkb\u002Fanalysis\u002Fbuckling","Linear buckling","Critical load factors and buckling shapes — what α_cr means, why it is an upper bound, and how to use it for second-order effects.",{"path":446,"title":447,"description":448,"translated":292},"\u002Fkb\u002Fanalysis\u002Flinear-static","Linear static analysis","The workhorse analysis — what K u = f actually assumes, what it returns, and where linearity stops being a reasonable model.",{"path":450,"title":451,"description":452,"translated":292},"\u002Fkb\u002Fanalysis\u002Fmodal","Modal analysis","Natural frequencies and mode shapes — mass modelling, participation factors and what the numbers are good for.",{"path":454,"title":455,"description":456,"translated":292},"\u002Fkb\u002Fanalysis\u002Fsecond-order","Second-order analysis","P-Δ and P-δ solved by iteration, geometric imperfections to EN 1993-1-1 §5.3, and why a second-order result cannot be superposed.",{"path":458,"title":459,"description":460,"translated":292},"\u002Fkb\u002Fanalysis\u002Fverification","Verifying the solver","Closed-form cases you can build in ten minutes to test the solver — beams, frames, columns, plates, frequencies — with the expected error of each.",{"path":462,"slug":463,"title":464,"description":465,"icon":466,"articles":467},"\u002Fkb\u002Fdesign-checks","design-checks","Design checks","Utilisation ratios, governing cases and the clause behind every number a check reports.","lucide:clipboard-check",[468,472,476,480,484],{"path":469,"title":470,"description":471,"translated":292},"\u002Fkb\u002Fdesign-checks\u002Fnational-annexes","National annexes","Where nationally determined parameters change the answer, how to select the right annex, and what to state in the report.",{"path":473,"title":474,"description":475,"translated":292},"\u002Fkb\u002Fdesign-checks\u002Fsection-classification","Section classification","How EN 1993-1-1 Table 5.2 classifies a steel section, why the class depends on the combination, and what the check does with shapes it cannot classify.",{"path":477,"title":478,"description":479,"translated":292},"\u002Fkb\u002Fdesign-checks\u002Fserviceability","Serviceability checks","Deflection, drift and floor frequency checked member by member at SLS, to the national annexes, EN 1990:2023, IBC, AISC or EN 1995-1-1.",{"path":481,"title":482,"description":483,"translated":292},"\u002Fkb\u002Fdesign-checks\u002Faisc","Steel — AISC 360","Member strength to Chapters D to H, LRFD or ASD — compression buckling, lateral-torsional buckling and every C_b option written down.",{"path":485,"title":486,"description":487,"translated":292},"\u002Fkb\u002Fdesign-checks\u002Fsteel","Steel — EN 1993-1-1","Member resistance to §6.2 and §6.3 — what is checked at every station, where buckling lengths come from, and the clauses left to you.",{"path":489,"slug":490,"title":491,"description":492,"icon":493,"articles":494},"\u002Fkb\u002Freports","reports","Results & reports","Diagrams, contours and tables in the viewport, and the calculation package you hand to a reviewer.","lucide:file-chart-column",[495,499,503,507,511,515],{"path":496,"title":497,"description":498,"translated":292},"\u002Fkb\u002Freports\u002Fexporting","Exporting a report","Assembling a calculation package a reviewer can follow — inputs, model, results and checks, in the order a calc package should be.",{"path":500,"title":501,"description":502,"translated":292},"\u002Fkb\u002Freports\u002Fifc","IFC structural models","The IFC structural analysis view in and out — what IFC2X3, IFC4 and IFC4X3 files bring, what an export carries, and what IFC cannot say.",{"path":504,"title":505,"description":506,"translated":292},"\u002Fkb\u002Freports\u002Fexchange","Import & export formats","IFC structural models and SAF workbooks in and out, DXF as a reference drawing, result tables as CSV or xlsx, and an OOFEM input deck.",{"path":508,"title":509,"description":510,"translated":292},"\u002Fkb\u002Freports\u002Freading-diagrams","Reading diagrams","Bending, shear and axial diagrams, contour plots and deformed shapes — the conventions behind what you are looking at.",{"path":512,"title":513,"description":514,"translated":292},"\u002Fkb\u002Freports\u002Fresult-tables","Result tables","Filtering, sorting and extracting numbers — getting the value you need out of a solved model without scrolling.",{"path":516,"title":517,"description":518,"translated":292},"\u002Fkb\u002Freports\u002Freviewing","Reviewing a calculation","For the checking engineer — how to interrogate a model you did not build, what the report guarantees, and the questions to ask first.",{"path":25,"slug":520,"title":521,"description":522,"icon":523,"articles":524},"collaboration","Collaboration & sync","Shared models, real-time editing, and offline edits that merge cleanly when you reconnect.","lucide:users-round",[525,529,531,535,536],{"path":526,"title":527,"description":528,"translated":292},"\u002Fkb\u002Fcollaboration\u002Fcomments","Comments","Threads pinned to nodes, members, plates or points, @mentions, blocking comments that hold up a report, and the notifications they send.",{"path":275,"title":276,"description":530,"translated":292},"Inviting people to a model, what each role can do, and how to coordinate two engineers in the same structure.",{"path":532,"title":533,"description":534,"translated":292},"\u002Fkb\u002Fcollaboration\u002Fversion-history","Version history","Automatic checkpoints and named versions — how long they are kept, previewing an earlier state, and restoring it in place or as a new project.",{"path":294,"title":6,"description":288,"translated":292},{"path":44,"title":45,"description":537,"translated":292},"What keeps working with no connection, what does not, and how offline edits merge when you come back.",{"path":539,"slug":540,"title":541,"description":542,"icon":543,"articles":544},"\u002Fkb\u002Ftheory","theory","Theory notes","The mechanics inside the solver — element formulations, sign conventions, numerical assumptions and their limits.","lucide:sigma",[545,549,553,557,561],{"path":546,"title":547,"description":548,"translated":292},"\u002Fkb\u002Ftheory\u002Felement-formulations","Element formulations","Degrees of freedom, interpolation and limits for every element type in the solver — what each one can represent and what it cannot.",{"path":550,"title":551,"description":552,"translated":292},"\u002Fkb\u002Ftheory\u002Fglossary","Glossary","Finite element and structural terms as Elementarium uses them, from degrees of freedom to MITC4 and utilisation, each linked to its page.",{"path":554,"title":555,"description":556,"translated":292},"\u002Fkb\u002Ftheory\u002Fsign-conventions","Sign conventions","Axes, positive directions and how to read a diagram without guessing — the page that prevents most result confusion.",{"path":558,"title":559,"description":560,"translated":292},"\u002Fkb\u002Ftheory\u002Fdirect-stiffness-method","The direct stiffness method","How a finite element solver turns a model into K u = f and back — stiffness, transformation, assembly, constraints, solution and recovery.",{"path":562,"title":563,"description":564,"translated":292},"\u002Fkb\u002Ftheory\u002Fwinkler-foundations","Winkler foundations","The bedding model behind elastic foundations — what it assumes, how to choose a modulus, and precisely where the idealisation stops being true.",{"path":566,"slug":567,"title":568,"description":569,"icon":570,"articles":571},"\u002Fkb\u002Ftroubleshooting","troubleshooting","Troubleshooting","Solver errors, unstable models and results that look wrong — with the usual causes listed first.","lucide:life-buoy",[572,576],{"path":573,"title":574,"description":575,"translated":292},"\u002Fkb\u002Ftroubleshooting\u002Fsolver-errors","Solver errors","What each class of solver message means, what usually causes it, and what to do next.",{"path":577,"title":578,"description":579,"translated":292},"\u002Fkb\u002Ftroubleshooting\u002Fsingular-stiffness-matrix","Why the solver reports a singular stiffness matrix","The most common solver failure — what singularity means mechanically, the six causes in order of frequency, and how to find yours in 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measured.",{"path":599,"title":600,"description":601,"translated":292},"\u002Fkb\u002Faccount\u002Fstudent","Student accounts","A larger free tier for students and researchers — verify an academic email address, what it unlocks, and why it is re-confirmed every year.",[603,607,611],{"path":604,"title":605,"description":606,"translated":292},"\u002Fkb\u002Ffaq","Frequently asked questions","The questions engineers ask before they trust a new finite element package — answered directly.",{"path":608,"title":609,"description":610,"translated":292},"\u002Fkb\u002Frelease-notes","Release notes","What shipped in the tab, and what it changes in your models.",{"path":612,"title":613,"description":614,"translated":292},"\u002Fkb\u002Fall","All articles","Every article in the Elementarium knowledge base, grouped by 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