[{"data":1,"prerenderedAt":1129},["ShallowReactive",2],{"docs:xfem4u:en:ribbons\u002Fgeneral\u002Fview\u002Fdisplay-options":3},{"id":4,"title":5,"body":6,"description":1046,"extension":1122,"meta":1123,"navigation":1124,"path":1125,"seo":1126,"stem":1127,"__hash__":1128},"docs_en\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fview\u002Fdisplay-options\u002Findex.md","Display Options",{"type":7,"value":8,"toc":1045},"minimark",[9,13,20,25,33,38,41,47,50,56,59,65,68,74,77,83,86,92,95,99,102,106,110,116,119,123,129,132,150,153,159,165,172,175,181,184,188,197,201,204,208,211,215,218,222,225,229,237,241,244,248,251,255,263,267,270,274,277,281,284,288,291,295,298,302,305,309,317,321,324,329,333,336,340,343,347,350,354,358,361,365,368,372,375,379,382,386,389,393,396,399,403,407,410,414,421,425,432,436,441,445,448,452,455,458,462,467,470,478,481,486,499,503,508,511,514,518,524,528,531,535,538,542,545,549,552,556,559,563,566,570,573,577,580,584,587,591,594,598,601,605,608,934,940,946,952,956,959,962,965,969,972,976,989,995,999,1002,1006,1012,1015,1019],[10,11,5],"h1",{"id":12},"display-options",[14,15,16],"p",{},[17,18],"img",{"alt":5,"src":19},"\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fdisplay1.png",[21,22,24],"h2",{"id":23},"views","Views",[14,26,27,28,32],{},"Optional an unlimited number of views can be made. The camera position and all display settings will be stored per view. All views are also saved in the project file (input file) so that they can be displayed and\u002For included in the output again when the project is reopened. You can of course rename all views. In the output selection you can select the views to be included in the output. All 3D view images of Geometry\u002FLoads and Results are automatically placed in the right place. When generating output all selected 3D view images are also saved as a PNG-file in the subfolder ",[29,30,31],"strong",{},"\"XFEM4U_Images\""," where the project file (input file) is saved.",[34,35,37],"h3",{"id":36},"view","View",[14,39,40],{},"You can change the view. Name of the view can be adjusted here.",[14,42,43],{},[17,44],{"alt":45,"src":46},"View order","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fdisplay5.png",[14,48,49],{},"A separate dialog box is displayed where you can change the order of all created views.",[14,51,52],{},[17,53],{"alt":54,"src":55},"New view","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fview_new.png",[14,57,58],{},"Add a new view. The default name is \"View 1\", \"View 2\", ... and so on.",[14,60,61],{},[17,62],{"alt":63,"src":64},"Copy view","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fview_copy.png",[14,66,67],{},"Copy active view.",[14,69,70],{},[17,71],{"alt":72,"src":73},"Delete view","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fview_delete.png",[14,75,76],{},"Delete active view.",[14,78,79],{},[17,80],{"alt":81,"src":82},"Delete all views","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fview_delete_all.png",[14,84,85],{},"Delete all views.",[14,87,88],{},[17,89],{"alt":90,"src":91},"Save view","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fview_save.png",[14,93,94],{},"Save\u002FUpdate the actual camera position of the current view. When you change the camera position you need to save this. All display settings are automatically saved in the current view.",[34,96,98],{"id":97},"auto-save-all-display-options-in-current-view","Auto Save All Display Options in Current View",[14,100,101],{},"Setting whether all view options should be automatically saved in the view.",[21,103,105],{"id":104},"view-settings","View Settings",[34,107,109],{"id":108},"mesh-surface","Mesh \u002F Surface",[14,111,112],{},[17,113],{"alt":114,"src":115},"Mesh setting","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fmesh.png",[14,117,118],{},"Setting whether a mesh or surfaces need to be drawn.",[34,120,122],{"id":121},"line-view-solid","Line View \u002F Solid",[14,124,125],{},[17,126],{"alt":127,"src":128},"Solid setting","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fsolid.png",[14,130,131],{},"Setting whether:",[133,134,135,143],"ul",{},[136,137,138,139,142],"li",{},"The wireframe and nodes are drawn (",[29,140,141],{},"Line view",") or that",[136,144,145,146,149],{},"All profiles are drawn as solid model in true size (",[29,147,148],{},"Solid model view",")",[34,151,24],{"id":152},"views-1",[14,154,155],{},[17,156],{"alt":157,"src":158},"View options","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Faanzicht.png",[14,160,161],{},[17,162],{"alt":163,"src":164},"View list","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Faanzicht1.png",[14,166,167,168,171],{},"You can change the view. Default is ",[29,169,170],{},"ISO"," (isometric view).",[14,173,174],{},"This list also automatically contains all grids and levels. The depth is not (yet) adjustable and is now 500mm in front and 500mm behind. Only the objects within these distances will be visible.",[14,176,177],{},[17,178],{"alt":179,"src":180},"Perspective\u002FOrthographic","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Faanzicht2.png",[14,182,183],{},"With the setting perspective\u002Forthographic you can set if you want the view to be in perspective.",[34,185,187],{"id":186},"grid-lines-levels","Grid Lines \u002F Levels",[14,189,190,191,196],{},"Grid lines, levels and\u002For help lines will be drawn. See ",[192,193,195],"a",{"href":194},"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fgrid-lines-levels\u002F","Gridlines\u002Flevels",".",[34,198,200],{"id":199},"base","Base",[14,202,203],{},"Setting whether the base needs to be drawn.",[34,205,207],{"id":206},"self-weight","Self-weight",[14,209,210],{},"Setting whether the automatically generated beam loads as a consequence of the self weight need to be drawn in the load case permanent.",[34,212,214],{"id":213},"hidden-layers-transparent","Hidden Layers Transparent",[14,216,217],{},"When some layers are set to be invisible, the beams in these layers are not drawn anymore. With this setting the beams in the invisible layer can be drawn transparent. This is very convenient for giving presentations.",[34,219,221],{"id":220},"undeformed-transparent","Undeformed Transparent",[14,223,224],{},"Setting when drawing the deformed construction (tab Result: deflection), the undeformed construction needs to be drawn transparent.",[34,226,228],{"id":227},"beam-groups","Beam Groups",[14,230,231,232,236],{},"Beam groups that are created (See ",[192,233,235],{"href":234},"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fbeams\u002Feurocode\u002F","Eurocode",") can be graphically displayed. Also the lateral supports at the top and bottom flange are displayed.",[34,238,240],{"id":239},"profiles-in-colour","Profiles in Colour",[14,242,243],{},"The different profiles can be drawn in a colour. Every profile has its own color. By this it can be easily checked if all the profiles are inserted right.",[34,245,247],{"id":246},"profiles-transparent","Profiles Transparent",[14,249,250],{},"Only in Line view: The profiles are drawn transparent, as solids.",[34,252,254],{"id":253},"show-derived-beam-loads","Show Derived Beam Loads",[14,256,257,258,262],{},"Using ",[192,259,261],{"href":260},"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Floads\u002Fsurface-loads\u002F","surface loads"," all beam loads will be generated automatically. You can display all derived beam loads.",[34,264,266],{"id":265},"plates","Plate(s)",[14,268,269],{},"Setting whether plate(s) need to be drawn.",[34,271,273],{"id":272},"plate-mesh","Plate Mesh",[14,275,276],{},"Setting whether the plate mesh need to be drawn.",[34,278,280],{"id":279},"dimension-lines","Dimension Lines",[14,282,283],{},"Setting whether the dimension lines need to be drawn.",[34,285,287],{"id":286},"unstable-beams","Unstable Beams",[14,289,290],{},"Setting whether the unstable beams need to be drawn.",[34,292,294],{"id":293},"dxf-underlay","DXF Underlay",[14,296,297],{},"You can import a DXF-underlay which will help you entering your construction. Setting whether this DXF underlay needs to be drawn.",[34,299,301],{"id":300},"outer-panels","Outer Panels",[14,303,304],{},"Setting whether the outer panels need to be drawn.",[34,306,308],{"id":307},"wind-zones","Wind Zones",[14,310,311,312,316],{},"When using the ",[192,313,315],{"href":314},"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Floads\u002Fload-generator\u002F","load generator"," a setting whether the wind zones need to be drawn.",[34,318,320],{"id":319},"section-box","Section Box",[14,322,323],{},"Section Box as in AutoCAD Revit, you can use a Section Box to limit the visibility of the model. The objects of the model inside the section box are still visible, what is outside it is no longer visible. So this allows you to view parts of your construction but it also allows you to reduce your work area as well.",[14,325,326],{},[29,327,328],{},"Tip: Use Section Box. You will experience that it is convenient and very efficient.",[34,330,332],{"id":331},"add-support-on-grid","Add Support on Grid",[14,334,335],{},"When drawing a beam, a pinned support is automatically generated when the node is at a grid point.",[34,337,339],{"id":338},"automatic-meshing","Automatic Meshing",[14,341,342],{},"When inserting a plate or wall, the plate or wall is automatically meshed. With small models, this is certainly convenient. Not so with large models. Meshing many connecting plates takes a relatively long time. You can disable automatic meshing. You can do that here in the display options and in the plate dialog. Now you can enter your plates even easier. And when you are done with that, you can mesh the plates at once.",[34,344,346],{"id":345},"intersection-line","Intersection Line",[14,348,349],{},"You can draw an intersection line within a plate. This will enable you to show forces in this section. See tab Results.",[21,351,353],{"id":352},"labels","Labels",[34,355,357],{"id":356},"node-numbers","Node Numbers",[14,359,360],{},"The node numbers are displayed between brackets (..) at the node.",[34,362,364],{"id":363},"beam-numbers","Beam Numbers",[14,366,367],{},"The beam numbers are displayed at the beam.",[34,369,371],{"id":370},"profile-names","Profile Names",[14,373,374],{},"The profile names are displayed at the beam.",[34,376,378],{"id":377},"profile-numbers","Profile Numbers",[14,380,381],{},"The profile numbers are displayed at the beam.",[34,383,385],{"id":384},"material-name","Material Name",[14,387,388],{},"The material names are displayed at the beam.",[34,390,392],{"id":391},"text-on-white","Text on White",[14,394,395],{},"Setting whether all the text values are displayed on a white background. By default this function is turned off.",[14,397,398],{},"The scale of the text can be set.",[21,400,402],{"id":401},"symbols","Symbols",[34,404,406],{"id":405},"axis","Axis",[14,408,409],{},"Setting whether the global coordinate system should be drawn.",[34,411,413],{"id":412},"axis-system-beam","Axis System Beam",[14,415,416,417,196],{},"The local coordinate system will be drawn in the middle of the beam. This is important for inserting the beam loads which are entered in the local beam coordinate system. See ",[192,418,420],{"href":419},"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Floads\u002Fbeam-loads\u002F","Beam loads",[34,422,424],{"id":423},"axis-system-plate","Axis System Plate",[14,426,427,428,196],{},"The local coordinate system will be drawn. See ",[192,429,431],{"href":430},"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fslabs\u002F","Slabs",[34,433,435],{"id":434},"axis-system-surface-load","Axis System Surface Load",[14,437,438,439,196],{},"View the local coordinate system of the entered ",[192,440,261],{"href":260},[34,442,444],{"id":443},"nodes","Nodes",[14,446,447],{},"Only in Line view: Setting whether the nodes should be drawn as dots.",[34,449,451],{"id":450},"profiles","Profiles",[14,453,454],{},"Only in Line view: Setting whether a little part of the profile should be drawn in the middle of schematic line of the beam.",[14,456,457],{},"The scale of the symbols can be set.",[21,459,461],{"id":460},"layers","Layers",[14,463,464],{},[17,465],{"alt":461,"src":466},"\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fdisplay2.png",[34,468,461],{"id":469},"layers-1",[14,471,472,473,477],{},"The layer function works the same as in AutoCAD. Beams can be placed in one or multiple layers. See ",[192,474,476],{"href":475},"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fbeams\u002F","Beams",". The layers can be visible or not. Layers can be renamed.",[14,479,480],{},"By making smart use of this functionality you can make the graphical input easier and you will keep overview. Also for giving a 3D presentation, the layers are very convenient.",[14,482,483],{},[29,484,485],{},"Tip: Use layers. You will experience that it is convenient and very efficient.",[14,487,488,489,493,494,498],{},"The ",[17,490],{"alt":491,"src":492},"Layers invisible","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Flayersinvisible.png"," and ",[17,495],{"alt":496,"src":497},"Layers visible","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Flayersvisible.png"," buttons allow you to work faster. For example, do you want to see a layer? Then turn off all layers and then turn on the corresponding layer.",[21,500,502],{"id":501},"colors","Colors",[14,504,505],{},[17,506],{"alt":502,"src":507},"\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fdisplay3.png",[34,509,502],{"id":510},"colors-1",[14,512,513],{},"Here the colors of the different parts can be set.",[21,515,517],{"id":516},"results","Results",[14,519,520],{},[17,521],{"alt":522,"src":523},"Results display","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fdisplay4.png",[34,525,527],{"id":526},"smoothing","Smoothing",[14,529,530],{},"With the display of the N-, V- and M-lines and the deformations, the beam is divided into multiple beam parts. This amount can vary between minimal 3 parts to a maximum of 30 parts. By default this value is set to 10.",[34,532,534],{"id":533},"envelope","Envelope",[14,536,537],{},"Allows you to display envelope Nx-, Vy-, Vz-, Mx-, My-, Mz- and deformation lines.",[34,539,541],{"id":540},"axial-force-nx","Axial Force Nx",[14,543,544],{},"Drawing of the Nx-line. The scale can be set.",[34,546,548],{"id":547},"shear-force-vy","Shear Force Vy",[14,550,551],{},"Drawing of the Vy-line. The scale can be set.",[34,553,555],{"id":554},"shear-force-vz","Shear Force Vz",[14,557,558],{},"Drawing of the Vz-line. The scale can be set.",[34,560,562],{"id":561},"bending-moment-mx","Bending Moment Mx",[14,564,565],{},"Drawing of the Mx-line. The scale can be set.",[34,567,569],{"id":568},"bending-moment-my","Bending Moment My",[14,571,572],{},"Drawing of the My-line. The scale can be set.",[34,574,576],{"id":575},"bending-moment-mz","Bending Moment Mz",[14,578,579],{},"Drawing of the Mz-line. The scale can be set.",[34,581,583],{"id":582},"deflection","Deflection",[14,585,586],{},"Drawing of the deflection line. The scale can be set.",[34,588,590],{"id":589},"internal-forces-values","Internal Forces Values",[14,592,593],{},"Setting whether forces should be displayed numerically.",[34,595,597],{"id":596},"maximum-values-only","Maximum Values Only",[14,599,600],{},"Only the absolute largest values are displayed. Allows the number of texts on image to be reduced.",[34,602,604],{"id":603},"plate-stresses-forces","Plate Stresses \u002F Forces",[14,606,607],{},"Drawing of the plate stresses and forces in colour. A colour scale appears on the left. It can be set which stress or force is to be displayed. Stresses can be displayed as membrane, bending or combined.",[609,610,611,624],"table",{},[612,613,614],"thead",{},[615,616,617,621],"tr",{},[618,619,620],"th",{},"Key",[618,622,623],{},"Description",[625,626,627,638,648,658,668,678,688,698,708,718,728,738,747,757,766,775,784,794,804,814,824,834,844,854,864,874,884,894,904,914,924],"tbody",{},[615,628,629,635],{},[630,631,632],"td",{},[29,633,634],{},"s-x",[630,636,637],{},"Stress in x-direction",[615,639,640,645],{},[630,641,642],{},[29,643,644],{},"s-y",[630,646,647],{},"Stress in y-direction",[615,649,650,655],{},[630,651,652],{},[29,653,654],{},"t-xy",[630,656,657],{},"Shear stress",[615,659,660,665],{},[630,661,662],{},[29,663,664],{},"s-von Mises",[630,666,667],{},"Composed von Mises stress",[615,669,670,675],{},[630,671,672],{},[29,673,674],{},"nxx",[630,676,677],{},"Membrane force in x-direction",[615,679,680,685],{},[630,681,682],{},[29,683,684],{},"nyy",[630,686,687],{},"Membrane force in y-direction",[615,689,690,695],{},[630,691,692],{},[29,693,694],{},"nxy",[630,696,697],{},"Shear force in xy-direction",[615,699,700,705],{},[630,701,702],{},[29,703,704],{},"mxx",[630,706,707],{},"Moment that causes stresses in x-direction",[615,709,710,715],{},[630,711,712],{},[29,713,714],{},"myy",[630,716,717],{},"Moment that causes stresses in y-direction",[615,719,720,725],{},[630,721,722],{},[29,723,724],{},"mxy",[630,726,727],{},"Torsional moment",[615,729,730,735],{},[630,731,732],{},[29,733,734],{},"vx",[630,736,737],{},"Shear force",[615,739,740,745],{},[630,741,742],{},[29,743,744],{},"vy",[630,746,737],{},[615,748,749,754],{},[630,750,751],{},[29,752,753],{},"Mudx",[630,755,756],{},"Wood and Armer",[615,758,759,764],{},[630,760,761],{},[29,762,763],{},"M'udx",[630,765,756],{},[615,767,768,773],{},[630,769,770],{},[29,771,772],{},"Mudy",[630,774,756],{},[615,776,777,782],{},[630,778,779],{},[29,780,781],{},"M'udy",[630,783,756],{},[615,785,786,791],{},[630,787,788],{},[29,789,790],{},"Asxb",[630,792,793],{},"Required reinforcement in x-direction on bottom side",[615,795,796,801],{},[630,797,798],{},[29,799,800],{},"Asxt",[630,802,803],{},"Required reinforcement in x-direction on top side",[615,805,806,811],{},[630,807,808],{},[29,809,810],{},"Asyb",[630,812,813],{},"Required reinforcement in y-direction on bottom side",[615,815,816,821],{},[630,817,818],{},[29,819,820],{},"Asyt",[630,822,823],{},"Required reinforcement in y-direction on top side",[615,825,826,831],{},[630,827,828],{},[29,829,830],{},"Asxb_extra",[630,832,833],{},"Required extra reinforcement on basic reinforcement in x-direction on bottom side",[615,835,836,841],{},[630,837,838],{},[29,839,840],{},"Asxt_extra",[630,842,843],{},"Required extra reinforcement on basic reinforcement in x-direction on top side",[615,845,846,851],{},[630,847,848],{},[29,849,850],{},"Asyb_extra",[630,852,853],{},"Required extra reinforcement on basic reinforcement in y-direction on bottom side",[615,855,856,861],{},[630,857,858],{},[29,859,860],{},"Asyt_extra",[630,862,863],{},"Required extra reinforcement on basic reinforcement in y-direction on top side",[615,865,866,871],{},[630,867,868],{},[29,869,870],{},"Asw",[630,872,873],{},"Required shear reinforcement (vertical stirrup reinforcement)",[615,875,876,881],{},[630,877,878],{},[29,879,880],{},"m1",[630,882,883],{},"Principal moment m1",[615,885,886,891],{},[630,887,888],{},[29,889,890],{},"m2",[630,892,893],{},"Principal moment m2",[615,895,896,901],{},[630,897,898],{},[29,899,900],{},"v0",[630,902,903],{},"Maximum shear force v0",[615,905,906,911],{},[630,907,908],{},[29,909,910],{},"Traj-m",[630,912,913],{},"Moment lines",[615,915,916,921],{},[630,917,918],{},[29,919,920],{},"Traj-v",[630,922,923],{},"Shear force lines",[615,925,926,931],{},[630,927,928],{},[29,929,930],{},"Soil pressure",[630,932,933],{},"Soil pressure in case of slab foundation",[14,935,936],{},[17,937],{"alt":938,"src":939},"Plate stresses","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fplatestresse.zoom80.png",[14,941,942],{},[17,943],{"alt":944,"src":945},"Plate stresses 2","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fplatestresses2.png",[14,947,948],{},[17,949],{"alt":950,"src":951},"Plate stresses 3","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fplatestresses3.zoom20.png",[34,953,955],{"id":954},"_3d-isosurfaces","3D Isosurfaces",[14,957,958],{},"Display the plate stresses and forces three-dimensionally.",[34,960,346],{"id":961},"intersection-line-1",[14,963,964],{},"Drawing of section forces Mnn, Mtt, Mnt, Vn, Vt, Nnn, Ntt or Nnt.",[34,966,968],{"id":967},"reaction-forces","Reaction Forces",[14,970,971],{},"Drawing of the reaction forces in all the supports. It can be set which directions need to be drawn. By default all the directions x, y and z are drawn.",[34,973,975],{"id":974},"decisive-unity-checks","Decisive Unity Checks",[14,977,978,979,983,984,988],{},"Per beam the unity checks can be displayed. These are results from the check according to the Eurocode (steel). When the unity check is less than 1.00 the beam meets the criteria, and a green dot is drawn ",[17,980],{"alt":981,"src":982},"OK","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fbutton_ok.png",". When the unity check is greater than 1.00 the beam does not meet the criteria and a red triangle ",[17,985],{"alt":986,"src":987},"Warning","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fwarning%2016x16.png"," is drawn.",[14,990,991,994],{},[29,992,993],{},"Note:"," When you double click on the dot\u002Ftriangle, a detailed calculation of the concerning beam is shown.",[34,996,998],{"id":997},"minmax","Min.Max.",[14,1000,1001],{},"Minimum and maximum value of the unity check. Only beams with a unity check that lie between the minimum and maximum value are represented graphically.",[34,1003,1005],{"id":1004},"forces-moments-displacements","Forces \u002F Moments \u002F Displacements",[14,1007,1008],{},[17,1009],{"alt":1010,"src":1011},"Decimal settings","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fcijfers.png",[14,1013,1014],{},"It can be set how many decimals should be displayed.",[21,1016,1018],{"id":1017},"related-topics","Related Topics",[133,1020,1021,1026,1032,1037,1041],{},[136,1022,1023],{},[192,1024,24],{"href":1025},"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fview\u002F",[136,1027,1028],{},[192,1029,1031],{"href":1030},"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fview\u002Ffind\u002F","Find",[136,1033,1034],{},[192,1035,1036],{"href":194},"Grid Lines\u002FLevels",[136,1038,1039],{},[192,1040,476],{"href":475},[136,1042,1043],{},[192,1044,431],{"href":430},{"title":1046,"searchDepth":1047,"depth":1047,"links":1048},"",3,[1049,1054,1079,1087,1095,1098,1101,1121],{"id":23,"depth":1050,"text":24,"children":1051},2,[1052,1053],{"id":36,"depth":1047,"text":37},{"id":97,"depth":1047,"text":98},{"id":104,"depth":1050,"text":105,"children":1055},[1056,1057,1058,1059,1060,1061,1062,1063,1064,1065,1066,1067,1068,1069,1070,1071,1072,1073,1074,1075,1076,1077,1078],{"id":108,"depth":1047,"text":109},{"id":121,"depth":1047,"text":122},{"id":152,"depth":1047,"text":24},{"id":186,"depth":1047,"text":187},{"id":199,"depth":1047,"text":200},{"id":206,"depth":1047,"text":207},{"id":213,"depth":1047,"text":214},{"id":220,"depth":1047,"text":221},{"id":227,"depth":1047,"text":228},{"id":239,"depth":1047,"text":240},{"id":246,"depth":1047,"text":247},{"id":253,"depth":1047,"text":254},{"id":265,"depth":1047,"text":266},{"id":272,"depth":1047,"text":273},{"id":279,"depth":1047,"text":280},{"id":286,"depth":1047,"text":287},{"id":293,"depth":1047,"text":294},{"id":300,"depth":1047,"text":301},{"id":307,"depth":1047,"text":308},{"id":319,"depth":1047,"text":320},{"id":331,"depth":1047,"text":332},{"id":338,"depth":1047,"text":339},{"id":345,"depth":1047,"text":346},{"id":352,"depth":1050,"text":353,"children":1080},[1081,1082,1083,1084,1085,1086],{"id":356,"depth":1047,"text":357},{"id":363,"depth":1047,"text":364},{"id":370,"depth":1047,"text":371},{"id":377,"depth":1047,"text":378},{"id":384,"depth":1047,"text":385},{"id":391,"depth":1047,"text":392},{"id":401,"depth":1050,"text":402,"children":1088},[1089,1090,1091,1092,1093,1094],{"id":405,"depth":1047,"text":406},{"id":412,"depth":1047,"text":413},{"id":423,"depth":1047,"text":424},{"id":434,"depth":1047,"text":435},{"id":443,"depth":1047,"text":444},{"id":450,"depth":1047,"text":451},{"id":460,"depth":1050,"text":461,"children":1096},[1097],{"id":469,"depth":1047,"text":461},{"id":501,"depth":1050,"text":502,"children":1099},[1100],{"id":510,"depth":1047,"text":502},{"id":516,"depth":1050,"text":517,"children":1102},[1103,1104,1105,1106,1107,1108,1109,1110,1111,1112,1113,1114,1115,1116,1117,1118,1119,1120],{"id":526,"depth":1047,"text":527},{"id":533,"depth":1047,"text":534},{"id":540,"depth":1047,"text":541},{"id":547,"depth":1047,"text":548},{"id":554,"depth":1047,"text":555},{"id":561,"depth":1047,"text":562},{"id":568,"depth":1047,"text":569},{"id":575,"depth":1047,"text":576},{"id":582,"depth":1047,"text":583},{"id":589,"depth":1047,"text":590},{"id":596,"depth":1047,"text":597},{"id":603,"depth":1047,"text":604},{"id":954,"depth":1047,"text":955},{"id":961,"depth":1047,"text":346},{"id":967,"depth":1047,"text":968},{"id":974,"depth":1047,"text":975},{"id":997,"depth":1047,"text":998},{"id":1004,"depth":1047,"text":1005},{"id":1017,"depth":1050,"text":1018},"md",{},true,"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fview\u002Fdisplay-options",{"title":5,"description":1046},"docs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fview\u002Fdisplay-options\u002Findex","861ICldlV9NIW2slN7feAfmi5Lmxb1bSuCobj4bIRuQ",1793711135104]