[{"data":1,"prerenderedAt":646},["ShallowReactive",2],{"kb-en-\u002Fkb\u002Faccount\u002Fstudent":3,"kb-nav-en":256},{"page":4,"fallback":246},{"id":5,"title":6,"body":7,"description":244,"extension":245,"faq":246,"meta":247,"navigation":248,"ogImage":249,"order":250,"path":251,"raw":246,"robots":249,"schemaOrg":249,"seo":252,"sitemap":253,"stem":254,"__hash__":255},"content_en\u002Fkb\u002Faccount\u002Fstudent.md","Student accounts",{"type":8,"value":9,"toc":235},"minimark",[10,19,24,100,103,107,132,141,144,147,151,158,171,175,178,182,185,232],[11,12,13,14,18],"p",{},"Elementarium has no separate educational licence to apply for. A free account with a\n",[15,16,17],"strong",{},"verified academic email address"," becomes a student account, and the caps on the free\nplan open up for coursework and a thesis.",[20,21,23],"h2",{"id":22},"what-it-unlocks","What it unlocks",[25,26,27,42],"table",{},[28,29,30],"thead",{},[31,32,33,36,39],"tr",{},[34,35],"th",{},[34,37,38],{},"Free",[34,40,41],{},"Student",[43,44,45,56,67,78,89],"tbody",{},[31,46,47,51,54],{},[48,49,50],"td",{},"Price",[48,52,53],{},"€0",[48,55,53],{},[31,57,58,61,64],{},[48,59,60],{},"Cloud projects",[48,62,63],{},"3",[48,65,66],{},"30",[31,68,69,72,75],{},[48,70,71],{},"Model size",[48,73,74],{},"500 degrees of freedom",[48,76,77],{},"5,000 degrees of freedom",[31,79,80,83,86],{},[48,81,82],{},"Design checks per project",[48,84,85],{},"1",[48,87,88],{},"10",[31,90,91,94,97],{},[48,92,93],{},"Everything else",[48,95,96],{},"The full solver, all four analyses, every design module",[48,98,99],{},"The same",[11,101,102],{},"Every quota is ten times the Free one, which is enough for a meshed slab or a\nmulti-storey frame from a thesis. Nothing switched on by Pro — code-generated\ncombinations, the full report presets, export, real-time collaboration — opens with it,\nand the summary report keeps its watermark.",[20,104,106],{"id":105},"verifying","Verifying",[108,109,110],"steps",{},[111,112,113,120,126],"ol",{},[114,115,116,119],"li",{},[15,117,118],{},"Sign up"," with any email address, or use the account you already have.",[114,121,122,125],{},[15,123,124],{},"In your account settings, enter your institutional email address"," — the one your\nuniversity or research institute issued.",[114,127,128,131],{},[15,129,130],{},"Confirm the address"," from the message we send to it.",[11,133,134,135,140],{},"The address is checked against a list of recognised academic institutions. It must be an\naddress the institution issued, not a personal one; if yours is not recognised, mail\n",[136,137,139],"a",{"href":138},"mailto:hello@elementarium.app","hello@elementarium.app"," with the institution and we will\nlook at it.",[11,142,143],{},"The academic address is used for verification only. Your sign-in address does not change,\nand one academic address can be linked to one account.",[11,145,146],{},"No card, no student ID scan and no letter from the department. The address is the proof.",[20,148,150],{"id":149},"it-is-re-confirmed-yearly","It is re-confirmed yearly",[11,152,153,154,157],{},"Institutional mailboxes are reclaimed after graduation, so the verification is trusted\nfor ",[15,155,156],{},"one year"," and then asked for again. The account tells you before it lapses — the\nrenewal window opens thirty days ahead — and re-verifying is the same three steps.",[159,160,163],"callout",{"title":161,"type":162},"If the year lapses","note",[11,164,165,166,170],{},"The account drops back to the ordinary free caps. Nothing is deleted and every project stays editable; a model over the free cap of 500\ndegrees of freedom does not solve, exactly as when a Pro subscription ends, and verifying\nagain lifts the cap. See ",[136,167,169],{"href":168},"\u002Fkb\u002Faccount\u002Fcancelling","Pausing or cancelling"," for the same rules applied to\na subscription.",[20,172,174],{"id":173},"who-it-is-for","Who it is for",[11,176,177],{},"Anyone with an academic address: undergraduates working through a structures course,\npostgraduates modelling a thesis structure, and staff who want a solver that opens on\nthe lecture-theatre projector without a licence server on the campus network. The\nverification does not ask what you do with it.",[20,179,181],{"id":180},"teaching-with-it","Teaching with it",[11,183,184],{},"These make Elementarium convenient in a classroom, and none need the student tier:",[186,187,188,194,200,211],"ul",{},[114,189,190,193],{},[15,191,192],{},"Nothing to install."," A student on a locked-down laptop, a Chromebook or a tablet\nopens the same URL as everyone else and gets the whole solver.",[114,195,196,199],{},[15,197,198],{},"The same model on every machine."," Sign in on the lab computer and on the laptop at\nhome; the project is in both places.",[114,201,202,205,206,210],{},[15,203,204],{},"The worked examples open without an account."," The ",[136,207,209],{"href":208},"\u002Fexamples","examples page"," links\nfour real models — a portal-framed hall, a concrete floor bay, a lattice tower and a\nroad overpass — that open read-only and solved in the editor, with the project file\navailable to download. They all solve again in the browser with F5, the overpass\nincluded; it is over even the academic DoF limit, so solving your own copy of it needs Pro.",[114,212,213,216,217,221,222,226,227,231],{},[15,214,215],{},"The theory is written down."," ",[136,218,220],{"href":219},"\u002Fkb\u002Ftheory\u002Felement-formulations","Element formulations",",\n",[136,223,225],{"href":224},"\u002Fkb\u002Ftheory\u002Fsign-conventions","sign conventions"," and the\n",[136,228,230],{"href":229},"\u002Fkb\u002Ftheory\u002Fdirect-stiffness-method","direct stiffness method"," are documented as the\nsolver implements them, which is what a student checking a hand calculation needs.",[11,233,234],{},"If you run a course and want something the tier does not cover — a shared set of\nprojects for a class, say — mail us. During the beta these requests reach the person who\nbuilds the product.",{"title":236,"searchDepth":237,"depth":237,"links":238},"",2,[239,240,241,242,243],{"id":22,"depth":237,"text":23},{"id":105,"depth":237,"text":106},{"id":149,"depth":237,"text":150},{"id":173,"depth":237,"text":174},{"id":180,"depth":237,"text":181},"A larger free tier for students and researchers — verify an academic email address, what it unlocks, and why it is re-confirmed every year.","md",false,{},true,null,4,"\u002Fkb\u002Faccount\u002Fstudent",{"title":6,"description":244},{"loc":251},"kb\u002Faccount\u002Fstudent","8O2RU3eCX-OtM_TsZtvQJL984zQLS8OSSB8VqTFQ7xE",{"sections":257,"extras":562,"flat":575},[258,293,336,355,390,421,448,479,506,529,544],{"path":259,"slug":260,"title":261,"description":262,"icon":263,"articles":264},"\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",[265,269,273,277,281,285,289],{"path":266,"title":267,"description":268,"translated":248},"\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":270,"title":271,"description":272,"translated":248},"\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":274,"title":275,"description":276,"translated":248},"\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":278,"title":279,"description":280,"translated":248},"\u002Fkb\u002Fgetting-started\u002Fsystem-requirements","System requirements","Which browsers and devices run Elementarium, how threading affects solve speed, and where the practical ceiling on model size comes from.",{"path":282,"title":283,"description":284,"translated":248},"\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":286,"title":287,"description":288,"translated":248},"\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":290,"title":291,"description":292,"translated":248},"\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":294,"slug":295,"title":296,"description":297,"icon":298,"articles":299},"\u002Fkb\u002Fmodeling","modeling","Modeling","Bars, beams, 3D frames, slabs and walls. Geometry, sections, supports and releases that behave like the real structure.","lucide:frame",[300,304,308,312,316,320,324,328,332],{"path":301,"title":302,"description":303,"translated":248},"\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":305,"title":306,"description":307,"translated":248},"\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":309,"title":310,"description":311,"translated":248},"\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":313,"title":314,"description":315,"translated":248},"\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":317,"title":318,"description":319,"translated":248},"\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":321,"title":322,"description":323,"translated":248},"\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":325,"title":326,"description":327,"translated":248},"\u002Fkb\u002Fmodeling\u002Fstructure-generators","Structure generators","Thirty-five parametric structures — trusses, 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densities for slabs, walls and rafts, and the convergence test that decides whether a mesh is fine enough.",{"path":348,"title":349,"description":350,"translated":248},"\u002Fkb\u002Fmeshing\u002Frefinement","Local refinement","Where to spend elements, where not to bother, and how to refine without wrecking element shape.",{"path":352,"title":353,"description":354,"translated":248},"\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":356,"slug":357,"title":358,"description":359,"icon":360,"articles":361},"\u002Fkb\u002Floads","loads","Loads & combinations","Build load cases, generate code combinations automatically and find out which one actually governs.","lucide:arrow-down-to-line",[362,366,370,374,378,382,386],{"path":363,"title":364,"description":365,"translated":248},"\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":367,"title":368,"description":369,"translated":248},"\u002Fkb\u002Floads\u002Fcombinations","Automatic combinations","Generating EN 1990 and ASCE 7 combinations, understanding the equations behind them, and reading the generated set critically.",{"path":371,"title":372,"description":373,"translated":248},"\u002Fkb\u002Floads\u002Fenvelopes","Envelopes","Extracting the governing value across dozens of combinations without reading every one — and the traps in doing so.",{"path":375,"title":376,"description":377,"translated":248},"\u002Fkb\u002Floads\u002Fload-cases","Load cases","Actions, self-weight, imposed loads and load arrangements — how to build cases that stay separable.",{"path":379,"title":380,"description":381,"translated":248},"\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":383,"title":384,"description":385,"translated":248},"\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":387,"title":388,"description":389,"translated":248},"\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":391,"slug":392,"title":393,"description":394,"icon":395,"articles":396},"\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",[397,401,405,409,413,417],{"path":398,"title":399,"description":400,"translated":248},"\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":402,"title":403,"description":404,"translated":248},"\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":406,"title":407,"description":408,"translated":248},"\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":410,"title":411,"description":412,"translated":248},"\u002Fkb\u002Fanalysis\u002Fmodal","Modal analysis","Natural frequencies and mode shapes — mass modelling, participation factors and what the numbers are good for.",{"path":414,"title":415,"description":416,"translated":248},"\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":418,"title":419,"description":420,"translated":248},"\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":422,"slug":423,"title":424,"description":425,"icon":426,"articles":427},"\u002Fkb\u002Fdesign-checks","design-checks","Design checks","Utilisation ratios, governing cases and the clause behind every number a check reports.","lucide:clipboard-check",[428,432,436,440,444],{"path":429,"title":430,"description":431,"translated":248},"\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":433,"title":434,"description":435,"translated":248},"\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":437,"title":438,"description":439,"translated":248},"\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":441,"title":442,"description":443,"translated":248},"\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":445,"title":446,"description":447,"translated":248},"\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":449,"slug":450,"title":451,"description":452,"icon":453,"articles":454},"\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",[455,459,463,467,471,475],{"path":456,"title":457,"description":458,"translated":248},"\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":460,"title":461,"description":462,"translated":248},"\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":464,"title":465,"description":466,"translated":248},"\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":468,"title":469,"description":470,"translated":248},"\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":472,"title":473,"description":474,"translated":248},"\u002Fkb\u002Freports\u002Fresult-tables","Result tables","Filtering, sorting and extracting numbers — getting the value you need out of a solved model without scrolling.",{"path":476,"title":477,"description":478,"translated":248},"\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":480,"slug":481,"title":482,"description":483,"icon":484,"articles":485},"\u002Fkb\u002Fcollaboration","collaboration","Collaboration & sync","Shared models, real-time editing, and offline edits that merge cleanly when you reconnect.","lucide:users-round",[486,490,494,498,502],{"path":487,"title":488,"description":489,"translated":248},"\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":491,"title":492,"description":493,"translated":248},"\u002Fkb\u002Fcollaboration\u002Fsharing-projects","Sharing a project","Inviting people to a model, what each role can do, and how to coordinate two engineers in the same structure.",{"path":495,"title":496,"description":497,"translated":248},"\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":499,"title":500,"description":501,"translated":248},"\u002Fkb\u002Fcollaboration\u002Fdevices","Working across devices","One account on every device — how a project follows you from desk to laptop, tablet or phone, and what changes on a small screen.",{"path":503,"title":504,"description":505,"translated":248},"\u002Fkb\u002Fcollaboration\u002Fworking-offline","Working offline","What keeps working with no connection, what does not, and how offline edits merge when you come back.",{"path":507,"slug":508,"title":509,"description":510,"icon":511,"articles":512},"\u002Fkb\u002Ftheory","theory","Theory notes","The mechanics inside the solver — element formulations, sign conventions, numerical assumptions and their limits.","lucide:sigma",[513,515,519,522,525],{"path":219,"title":220,"description":514,"translated":248},"Degrees of freedom, interpolation and limits for every element type in the solver — what each one can represent and what it cannot.",{"path":516,"title":517,"description":518,"translated":248},"\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":224,"title":520,"description":521,"translated":248},"Sign conventions","Axes, positive directions and how to read a diagram without guessing — the page that prevents most result confusion.",{"path":229,"title":523,"description":524,"translated":248},"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":526,"title":527,"description":528,"translated":248},"\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":530,"slug":531,"title":532,"description":533,"icon":534,"articles":535},"\u002Fkb\u002Ftroubleshooting","troubleshooting","Troubleshooting","Solver errors, unstable models and results that look wrong — with the usual causes listed first.","lucide:life-buoy",[536,540],{"path":537,"title":538,"description":539,"translated":248},"\u002Fkb\u002Ftroubleshooting\u002Fsolver-errors","Solver errors","What each class of solver message means, what usually causes it, and what to do next.",{"path":541,"title":542,"description":543,"translated":248},"\u002Fkb\u002Ftroubleshooting\u002Fsingular-stiffness-matrix","Why the solver reports a singular stiffness matrix","The most common solver failure — what 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