[{"data":1,"prerenderedAt":646},["ShallowReactive",2],{"kb-en-\u002Fkb\u002Fcollaboration\u002Fcomments":3,"kb-nav-en":252},{"page":4,"fallback":242},{"id":5,"title":6,"body":7,"description":240,"extension":241,"faq":242,"meta":243,"navigation":244,"ogImage":245,"order":246,"path":247,"raw":242,"robots":245,"schemaOrg":245,"seo":248,"sitemap":249,"stem":250,"__hash__":251},"content_en\u002Fkb\u002Fcollaboration\u002Fcomments.md","Comments",{"type":8,"value":9,"toc":232},"minimark",[10,14,19,48,55,59,91,158,170,173,177,188,202,209,213,221,229],[11,12,13],"p",{},"A review comment is only useful if it points at the thing it is about. In Elementarium a\ncomment is pinned to the model itself: to a node, a member, a spot along a member or on a\nplate, a point in space, or the project as a whole. Everyone on the project sees the pin\nwhere it was left, and the thread follows the model through renames, divides and merges.",[15,16,18],"h2",{"id":17},"leaving-a-comment","Leaving a comment",[20,21,22,30,36,42],"ul",{},[23,24,25,29],"li",{},[26,27,28],"strong",{},"Collaborate › Comments › Comment"," (Ctrl Alt M), then click a node or member.",[23,31,32,35],{},[26,33,34],{},"Add comment…"," from the right-click menu in a viewer.",[23,37,38,41],{},[26,39,40],{},"Comment on this"," in the properties panel of whatever is selected.",[23,43,44,47],{},[26,45,46],{},"New comment"," in the comments panel, which comments on the selection, or on the\nproject when nothing is selected.",[11,49,50,51,54],{},"Type ",[26,52,53],{},"@"," to mention someone on the project, or a model entity: a node, member, load, line\nsupport, load case, combination, load group, group, section, material or query point. A\nmention of an entity survives the entity being renamed.",[15,56,58],{"id":57},"the-comments-panel","The comments panel",[11,60,61,64,65,67,68,71,72,75,76,79,80,83,84,87,88,90],{},[26,62,63],{},"Collaborate › Comments › All comments",", or ",[26,66,6],{}," in the header, opens every\nthread, filtered by ",[26,69,70],{},"Open",", ",[26,73,74],{},"Resolved"," or ",[26,77,78],{},"All",". ",[26,81,82],{},"N"," and ",[26,85,86],{},"P"," step to the next and\nprevious open thread and show it in the viewer. The data tables mark rows with open threads\non their id, and the viewer's ",[26,89,6],{}," layer shows or hides the pins.",[92,93,94,107],"table",{},[95,96,97],"thead",{},[98,99,100,104],"tr",{},[101,102,103],"th",{},"On a thread",[101,105,106],{},"What it does",[108,109,110,125,135,145],"tbody",{},[98,111,112,122],{},[113,114,115,118,119],"td",{},[26,116,117],{},"Resolve"," \u002F ",[26,120,121],{},"Reopen",[113,123,124],{},"Closes the point, recording who resolved it and when",[98,126,127,132],{},[113,128,129],{},[26,130,131],{},"Mark as blocking",[113,133,134],{},"The report export warns while this thread is open",[98,136,137,142],{},[113,138,139],{},[26,140,141],{},"Agree",[113,143,144],{},"Records that you agree, without another reply",[98,146,147,155],{},[113,148,149,71,152],{},[26,150,151],{},"Edit",[26,153,154],{},"Delete",[113,156,157],{},"Authors edit their own messages; the author or the owner deletes",[159,160,163],"callout",{"title":161,"type":162},"Blocking comments and the report","check",[11,164,165,166,169],{},"A comment marked ",[26,167,168],{},"blocking"," is a review point that must be closed before issue. While any\nis open, the report export says how many and links to them. It does not stop the export.\nThe decision to issue stays with the engineer.",[11,171,172],{},"If the thing a comment is about is deleted, the thread stays where it was and says what it\nwas attached to, rather than disappearing with it.",[15,174,176],{"id":175},"notifications","Notifications",[11,178,179,180,183,184,187],{},"People are notified when they are ",[26,181,182],{},"mentioned",", and when someone ",[26,185,186],{},"replies"," in a thread\nthey have written in, as long as they still have access to the project. Nobody is notified\nof their own messages.",[20,189,190,196],{},[23,191,192,195],{},[26,193,194],{},"In the app",": the bell in the header and on the dashboard, when signed in.",[23,197,198,201],{},[26,199,200],{},"By email",": a digest of mentions and replies still unread in the app, at most every ten\nminutes, after a notification has waited five minutes. Anything older than two days is\nnot mailed.",[11,203,204,205,208],{},"Both are switched on by default, and either can be turned off under ",[26,206,207],{},"Account ›\nNotifications",".",[15,210,212],{"id":211},"who-can-comment","Who can comment",[11,214,215,216,208],{},"Anyone with read & write access, which is the owner and editors, can comment, reply,\nresolve and agree. People with read access see the threads and cannot write in them.\nComments are read-only in examples and while ",[217,218,220],"a",{"href":219},"\u002Fkb\u002Fcollaboration\u002Fversion-history","previewing an earlier\nversion",[11,222,223,224,228],{},"Comments are not tied to a plan, but a conversation needs more than one person on the\nproject, and ",[217,225,227],{"href":226},"\u002Fkb\u002Fcollaboration\u002Fsharing-projects","inviting collaborators"," is a Pro\nfeature.",[11,230,231],{},"Comments live in the project, outside the model's undo history. A restore of an earlier\nversion leaves them as they are, and they are not written into IFC or SAF exports, which\ncarry the model only.",{"title":233,"searchDepth":234,"depth":234,"links":235},"",2,[236,237,238,239],{"id":17,"depth":234,"text":18},{"id":57,"depth":234,"text":58},{"id":175,"depth":234,"text":176},{"id":211,"depth":234,"text":212},"Threads pinned to nodes, members, plates or points, @mentions, blocking comments that hold up a report, and the notifications they send.","md",false,{},true,null,5,"\u002Fkb\u002Fcollaboration\u002Fcomments",{"title":6,"description":240},{"loc":247},"kb\u002Fcollaboration\u002Fcomments","LzZLdjFWboRTitkGGMXuz3P4b2hrP6TEiqUT8BYGM0I",{"sections":253,"extras":562,"flat":575},[254,289,332,351,386,417,444,475,497,524,539],{"path":255,"slug":256,"title":257,"description":258,"icon":259,"articles":260},"\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",[261,265,269,273,277,281,285],{"path":262,"title":263,"description":264,"translated":244},"\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":266,"title":267,"description":268,"translated":244},"\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":270,"title":271,"description":272,"translated":244},"\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":274,"title":275,"description":276,"translated":244},"\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":278,"title":279,"description":280,"translated":244},"\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":282,"title":283,"description":284,"translated":244},"\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":286,"title":287,"description":288,"translated":244},"\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":290,"slug":291,"title":292,"description":293,"icon":294,"articles":295},"\u002Fkb\u002Fmodeling","modeling","Modeling","Bars, beams, 3D frames, slabs and walls. 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true.",{"path":309,"title":310,"description":311,"translated":244},"\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":313,"title":314,"description":315,"translated":244},"\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":317,"title":318,"description":319,"translated":244},"\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":321,"title":322,"description":323,"translated":244},"\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":325,"title":326,"description":327,"translated":244},"\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":329,"title":330,"description":331,"translated":244},"\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":333,"slug":334,"title":335,"description":336,"icon":337,"articles":338},"\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",[339,343,347],{"path":340,"title":341,"description":342,"translated":244},"\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":344,"title":345,"description":346,"translated":244},"\u002Fkb\u002Fmeshing\u002Frefinement","Local refinement","Where to spend elements, where not to bother, and how to refine without wrecking element shape.",{"path":348,"title":349,"description":350,"translated":244},"\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":352,"slug":353,"title":354,"description":355,"icon":356,"articles":357},"\u002Fkb\u002Floads","loads","Loads & combinations","Build load cases, generate code combinations automatically and find out which one actually governs.","lucide:arrow-down-to-line",[358,362,366,370,374,378,382],{"path":359,"title":360,"description":361,"translated":244},"\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":363,"title":364,"description":365,"translated":244},"\u002Fkb\u002Floads\u002Fcombinations","Automatic combinations","Generating EN 1990 and ASCE 7 combinations, understanding the equations behind them, and reading the generated set critically.",{"path":367,"title":368,"description":369,"translated":244},"\u002Fkb\u002Floads\u002Fenvelopes","Envelopes","Extracting the governing value across dozens of combinations without reading every one — and the traps in doing so.",{"path":371,"title":372,"description":373,"translated":244},"\u002Fkb\u002Floads\u002Fload-cases","Load cases","Actions, self-weight, imposed loads and load arrangements — how to build cases that stay separable.",{"path":375,"title":376,"description":377,"translated":244},"\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":379,"title":380,"description":381,"translated":244},"\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":383,"title":384,"description":385,"translated":244},"\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":387,"slug":388,"title":389,"description":390,"icon":391,"articles":392},"\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",[393,397,401,405,409,413],{"path":394,"title":395,"description":396,"translated":244},"\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":398,"title":399,"description":400,"translated":244},"\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":402,"title":403,"description":404,"translated":244},"\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":406,"title":407,"description":408,"translated":244},"\u002Fkb\u002Fanalysis\u002Fmodal","Modal analysis","Natural frequencies and mode shapes — mass modelling, participation factors and what the numbers are good for.",{"path":410,"title":411,"description":412,"translated":244},"\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":414,"title":415,"description":416,"translated":244},"\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":418,"slug":419,"title":420,"description":421,"icon":422,"articles":423},"\u002Fkb\u002Fdesign-checks","design-checks","Design checks","Utilisation ratios, governing cases and the clause behind every number a check reports.","lucide:clipboard-check",[424,428,432,436,440],{"path":425,"title":426,"description":427,"translated":244},"\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":429,"title":430,"description":431,"translated":244},"\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":433,"title":434,"description":435,"translated":244},"\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":437,"title":438,"description":439,"translated":244},"\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":441,"title":442,"description":443,"translated":244},"\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":445,"slug":446,"title":447,"description":448,"icon":449,"articles":450},"\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",[451,455,459,463,467,471],{"path":452,"title":453,"description":454,"translated":244},"\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":456,"title":457,"description":458,"translated":244},"\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":460,"title":461,"description":462,"translated":244},"\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":464,"title":465,"description":466,"translated":244},"\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":468,"title":469,"description":470,"translated":244},"\u002Fkb\u002Freports\u002Fresult-tables","Result tables","Filtering, sorting and extracting numbers — getting the value you need out of a solved model without scrolling.",{"path":472,"title":473,"description":474,"translated":244},"\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":476,"slug":477,"title":478,"description":479,"icon":480,"articles":481},"\u002Fkb\u002Fcollaboration","collaboration","Collaboration & sync","Shared models, real-time editing, and offline edits that merge cleanly when you reconnect.","lucide:users-round",[482,483,486,489,493],{"path":247,"title":6,"description":240,"translated":244},{"path":226,"title":484,"description":485,"translated":244},"Sharing a project","Inviting people to a model, what each role can do, and how to coordinate two engineers in the same structure.",{"path":219,"title":487,"description":488,"translated":244},"Version history","Automatic checkpoints and named versions — how long they are kept, previewing an earlier state, and restoring it 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type in the solver — what each one can represent and what it cannot.",{"path":509,"title":510,"description":511,"translated":244},"\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":513,"title":514,"description":515,"translated":244},"\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":517,"title":518,"description":519,"translated":244},"\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":521,"title":522,"description":523,"translated":244},"\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":525,"slug":526,"title":527,"description":528,"icon":529,"articles":530},"\u002Fkb\u002Ftroubleshooting","troubleshooting","Troubleshooting","Solver errors, unstable models and results that look wrong — with the usual causes listed first.","lucide:life-buoy",[531,535],{"path":532,"title":533,"description":534,"translated":244},"\u002Fkb\u002Ftroubleshooting\u002Fsolver-errors","Solver errors","What each class of solver message means, what usually causes it, and what to do next.",{"path":536,"title":537,"description":538,"translated":244},"\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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