[{"data":1,"prerenderedAt":628},["ShallowReactive",2],{"kb-en-\u002Fkb\u002Fmodeling\u002Fdrawings-and-snapping":3,"kb-nav-en":235},{"page":4,"fallback":226},{"id":5,"title":6,"body":7,"description":224,"extension":225,"faq":226,"meta":227,"navigation":228,"ogImage":229,"order":217,"path":230,"raw":226,"robots":229,"schemaOrg":229,"seo":231,"sitemap":232,"stem":233,"__hash__":234},"content_en\u002Fkb\u002Fmodeling\u002Fdrawings-and-snapping.md","Drawings & snapping",{"type":8,"value":9,"toc":215},"minimark",[10,14,22,27,52,65,68,71,75,82,158,165,175,179,182,185,189,192,198,202],[11,12,13],"p",{},"A member that ends 3 mm from a node is not connected to anything, and nothing in the\nresults will say so directly: the member simply carries nothing, or the model check finds\na mechanism.",[11,15,16,17,21],{},"The fastest way to get it right is to draw over the drawing that already has it.\nElementarium imports DXF files as a ",[18,19,20],"strong",{},"reference underlay"," and lets you snap model nodes\nonto their geometry.",[23,24,26],"h2",{"id":25},"importing-a-dxf","Importing a DXF",[28,29,30],"steps",{},[31,32,33,40,46],"ol",{},[34,35,36,39],"li",{},[18,37,38],{},"Open the file."," The import dialog reads it and reports what it found: entities,\nlayers, blocks.",[34,41,42,45],{},[18,43,44],{},"Confirm its units."," The dialog preselects what the file claims and lets you\noverride it.",[34,47,48,51],{},[18,49,50],{},"Choose the plane and position."," A plan goes on the horizontal plane at a level you\ngive; a section or elevation goes on a vertical one.",[53,54,57],"callout",{"type":55,"title":56},"warning","Don't trust the units in the header",[11,58,59,60,64],{},"A DXF header carries ",[61,62,63],"code",{},"$INSUNITS",", but treat it as a hint. Files exported \"unitless\" while\nclearly drawn in millimetres are the norm, not the exception.",[11,66,67],{},"Placement is yours to set and to change afterwards: the drawing is an object in the model\nwith its own properties.",[11,69,70],{},"Arcs, circles, polylines, splines, hatches, dimensions, text and block inserts all come\nthrough. Blocks are kept as inserts, not exploded, so a drawing with two thousand\nidentical bolt symbols stays a drawing instead of becoming two thousand entities.",[23,72,74],{"id":73},"snapping","Snapping",[11,76,77,78,81],{},"With a drawing visible, the cursor latches onto its geometry. Snap points come from the\n",[18,79,80],{},"entity definitions",", not from the tessellated curves the viewer draws. A circle's\ncentre and quadrants are exact; its rendered chords are an approximation, and snapping to\na chord vertex would put the node a fraction of a millimetre off.",[83,84,85,98],"table",{},[86,87,88],"thead",{},[89,90,91,95],"tr",{},[92,93,94],"th",{},"Snap",[92,96,97],{},"What it finds",[99,100,101,110,118,126,134,142,150],"tbody",{},[89,102,103,107],{},[104,105,106],"td",{},"Endpoint",[104,108,109],{},"A line end, a polyline vertex, an arc end — the highest priority, because that is what a corner is",[89,111,112,115],{},[104,113,114],{},"Intersection",[104,116,117],{},"Where two entities cross",[89,119,120,123],{},[104,121,122],{},"Center",[104,124,125],{},"The centre of a circle or arc",[89,127,128,131],{},[104,129,130],{},"Midpoint",[104,132,133],{},"The middle of a segment",[89,135,136,139],{},[104,137,138],{},"Quadrant",[104,140,141],{},"The four cardinal points of a circle",[89,143,144,147],{},[104,145,146],{},"Insert",[104,148,149],{},"A block's insertion point",[89,151,152,155],{},[104,153,154],{},"Nearest",[104,156,157],{},"Anywhere on an entity, when nothing better is in range",[11,159,160,161,164],{},"Where several are in range, endpoint wins, then intersection, then the rest in the order\nabove. Snapping is switched off with the ",[18,162,163],{},"SNAP"," toggle in the status bar, which leaves\nthe drawing visible.",[53,166,167],{"type":55},[11,168,169,170,174],{},"Snapping to a drawing puts the node ",[171,172,173],"em",{},"where the drawing says",". It does not connect two\nmembers to each other; that is what the node itself does. Two members that both snapped\nto the same corner share a node. Two that snapped to points 3 mm apart do not.",[23,176,178],{"id":177},"managing-drawings","Managing drawings",[11,180,181],{},"A drawing is a model object like any other. Select it to change its placement, its scale,\nits visibility or which layers show. Several can be loaded at once — a plan at each level,\nan elevation on a vertical plane — and each can be turned off when it stops being useful.",[11,183,184],{},"Drawings are reference geometry only. Nothing in a DXF becomes a member, a node or a load;\nthe import gives you something accurate to draw against.",[23,186,188],{"id":187},"working-without-a-drawing","Working without a drawing",[11,190,191],{},"Where there is no DXF, geometry is entered by coordinate. That is exact by construction,\nand for a portal frame or a truss it is often faster than any drawing workflow.",[53,193,195],{"type":194},"note",[11,196,197],{},"There is no storey-grid system yet: named gridlines, levels driving storey grouping and\nper-storey result filtering are not in this release. Accurate set-out rests on reference\ndrawings and explicit coordinates.",[23,199,201],{"id":200},"related","Related",[11,203,204,209,210,214],{},[205,206,208],"a",{"href":207},"\u002Fkb\u002Fmodeling\u002Ffirst-model","Your first model"," walks through building geometry from scratch;\n",[205,211,213],{"href":212},"\u002Fkb\u002Fmodeling\u002Fsupports-and-releases","Supports and releases"," covers what happens at the\nnodes once they are in the right place.",{"title":216,"searchDepth":217,"depth":217,"links":218},"",2,[219,220,221,222,223],{"id":25,"depth":217,"text":26},{"id":73,"depth":217,"text":74},{"id":177,"depth":217,"text":178},{"id":187,"depth":217,"text":188},{"id":200,"depth":217,"text":201},"Importing a DXF as a reference underlay, choosing its units and plane, and snapping model geometry onto it accurately.","md",false,{},true,null,"\u002Fkb\u002Fmodeling\u002Fdrawings-and-snapping",{"title":6,"description":224},{"loc":230},"kb\u002Fmodeling\u002Fdrawings-and-snapping","gwWHNAa9pqpi1iddgikr4PlVk45sdw4nkmS6ddhj_AE",{"sections":236,"extras":544,"flat":557},[237,272,309,328,363,394,421,452,479,506,521],{"path":238,"slug":239,"title":240,"description":241,"icon":242,"articles":243},"\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",[244,248,252,256,260,264,268],{"path":245,"title":246,"description":247,"translated":228},"\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":249,"title":250,"description":251,"translated":228},"\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":253,"title":254,"description":255,"translated":228},"\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":257,"title":258,"description":259,"translated":228},"\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":261,"title":262,"description":263,"translated":228},"\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":265,"title":266,"description":267,"translated":228},"\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":269,"title":270,"description":271,"translated":228},"\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":273,"slug":274,"title":275,"description":276,"icon":277,"articles":278},"\u002Fkb\u002Fmodeling","modeling","Modeling","Bars, beams, 3D frames, slabs and walls. Geometry, sections, supports and releases that behave like the real structure.","lucide:frame",[279,283,284,288,292,296,300,304,307],{"path":280,"title":281,"description":282,"translated":228},"\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":230,"title":6,"description":224,"translated":228},{"path":285,"title":286,"description":287,"translated":228},"\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":289,"title":290,"description":291,"translated":228},"\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":293,"title":294,"description":295,"translated":228},"\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":297,"title":298,"description":299,"translated":228},"\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":301,"title":302,"description":303,"translated":228},"\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":212,"title":305,"description":306,"translated":228},"Supports & releases","Pins, fixities, springs and end releases — what each one does to the stiffness matrix, and when each is right.",{"path":207,"title":208,"description":308,"translated":228},"The modeling loop end to end — geometry, sections, supports and releases — on a structure small enough to check by hand.",{"path":310,"slug":311,"title":312,"description":313,"icon":314,"articles":315},"\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",[316,320,324],{"path":317,"title":318,"description":319,"translated":228},"\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":321,"title":322,"description":323,"translated":228},"\u002Fkb\u002Fmeshing\u002Frefinement","Local refinement","Where to spend elements, where not to bother, and how to refine without wrecking element shape.",{"path":325,"title":326,"description":327,"translated":228},"\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":329,"slug":330,"title":331,"description":332,"icon":333,"articles":334},"\u002Fkb\u002Floads","loads","Loads & combinations","Build load cases, generate code combinations automatically and find out which one actually governs.","lucide:arrow-down-to-line",[335,339,343,347,351,355,359],{"path":336,"title":337,"description":338,"translated":228},"\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":340,"title":341,"description":342,"translated":228},"\u002Fkb\u002Floads\u002Fcombinations","Automatic combinations","Generating EN 1990 and ASCE 7 combinations, understanding the equations behind them, and reading the generated set critically.",{"path":344,"title":345,"description":346,"translated":228},"\u002Fkb\u002Floads\u002Fenvelopes","Envelopes","Extracting the governing value across dozens of combinations without reading every one — and the traps in doing so.",{"path":348,"title":349,"description":350,"translated":228},"\u002Fkb\u002Floads\u002Fload-cases","Load cases","Actions, self-weight, imposed loads and load arrangements — how to build cases that stay separable.",{"path":352,"title":353,"description":354,"translated":228},"\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":356,"title":357,"description":358,"translated":228},"\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":360,"title":361,"description":362,"translated":228},"\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":364,"slug":365,"title":366,"description":367,"icon":368,"articles":369},"\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",[370,374,378,382,386,390],{"path":371,"title":372,"description":373,"translated":228},"\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":375,"title":376,"description":377,"translated":228},"\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":379,"title":380,"description":381,"translated":228},"\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":383,"title":384,"description":385,"translated":228},"\u002Fkb\u002Fanalysis\u002Fmodal","Modal analysis","Natural frequencies and mode shapes — mass modelling, participation factors and what the numbers are good for.",{"path":387,"title":388,"description":389,"translated":228},"\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":391,"title":392,"description":393,"translated":228},"\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":395,"slug":396,"title":397,"description":398,"icon":399,"articles":400},"\u002Fkb\u002Fdesign-checks","design-checks","Design checks","Utilisation ratios, governing cases and the clause behind every number a check reports.","lucide:clipboard-check",[401,405,409,413,417],{"path":402,"title":403,"description":404,"translated":228},"\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":406,"title":407,"description":408,"translated":228},"\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":410,"title":411,"description":412,"translated":228},"\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":414,"title":415,"description":416,"translated":228},"\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":418,"title":419,"description":420,"translated":228},"\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":422,"slug":423,"title":424,"description":425,"icon":426,"articles":427},"\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",[428,432,436,440,444,448],{"path":429,"title":430,"description":431,"translated":228},"\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":433,"title":434,"description":435,"translated":228},"\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":437,"title":438,"description":439,"translated":228},"\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":441,"title":442,"description":443,"translated":228},"\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":445,"title":446,"description":447,"translated":228},"\u002Fkb\u002Freports\u002Fresult-tables","Result tables","Filtering, sorting and extracting numbers — getting the value you need out of a solved model without scrolling.",{"path":449,"title":450,"description":451,"translated":228},"\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":453,"slug":454,"title":455,"description":456,"icon":457,"articles":458},"\u002Fkb\u002Fcollaboration","collaboration","Collaboration & sync","Shared models, real-time editing, and offline edits that merge cleanly when you reconnect.","lucide:users-round",[459,463,467,471,475],{"path":460,"title":461,"description":462,"translated":228},"\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":464,"title":465,"description":466,"translated":228},"\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":468,"title":469,"description":470,"translated":228},"\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":472,"title":473,"description":474,"translated":228},"\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":476,"title":477,"description":478,"translated":228},"\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":480,"slug":481,"title":482,"description":483,"icon":484,"articles":485},"\u002Fkb\u002Ftheory","theory","Theory notes","The mechanics inside the solver — element formulations, sign conventions, numerical assumptions and their limits.","lucide:sigma",[486,490,494,498,502],{"path":487,"title":488,"description":489,"translated":228},"\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":491,"title":492,"description":493,"translated":228},"\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":495,"title":496,"description":497,"translated":228},"\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":499,"title":500,"description":501,"translated":228},"\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":503,"title":504,"description":505,"translated":228},"\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":507,"slug":508,"title":509,"description":510,"icon":511,"articles":512},"\u002Fkb\u002Ftroubleshooting","troubleshooting","Troubleshooting","Solver errors, unstable models and results that look wrong — with the usual causes listed first.","lucide:life-buoy",[513,517],{"path":514,"title":515,"description":516,"translated":228},"\u002Fkb\u002Ftroubleshooting\u002Fsolver-errors","Solver errors","What each class of solver message means, what usually causes it, and what to do next.",{"path":518,"title":519,"description":520,"translated":228},"\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 minutes.",{"path":522,"slug":523,"title":524,"description":525,"icon":526,"articles":527},"\u002Fkb\u002Faccount","account","Account & 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