[{"data":1,"prerenderedAt":138},["ShallowReactive",2],{"docs:xframe2d:en:input\u002Fgeometry\u002Fjoints":3},{"id":4,"title":5,"body":6,"description":130,"extension":131,"meta":132,"navigation":133,"path":134,"seo":135,"stem":136,"__hash__":137},"docs_en\u002Fdocs\u002Fxframe2d\u002Finput\u002Fgeometry\u002Fjoints\u002Findex.md","Joints",{"type":7,"value":8,"toc":126},"minimark",[9,13,23,30,33,40,43,46,49,52,55,58,61,67,70,72,75,78,81,84,87,90,93,99,102,105,108,111,114,117,120,123],[10,11,5],"h1",{"id":12},"joints",[14,15,16,17,22],"p",{},"Joints can be entered at ",[18,19,21],"a",{"href":20},"\u002Fdocs\u002Fxframe2d\u002Finput\u002Fgeometry\u002Fnodes\u002F","nodes",".",[14,24,25],{},[26,27],"img",{"alt":28,"src":29},"beamtocolumn","\u002Fdocs-assets\u002Fxframe2d\u002Fimages\u002Fbeamtocolumn.zoom80.png",[14,31,32],{},"Input in drawing",[14,34,35,36,22],{},"In the drawing of the connection you can change almost anything. You can change all sizes by clicking on the number in the dimension line. See ",[18,37,39],{"href":38},"\u002Fdocs\u002Fxframe2d\u002Finput\u002Fchanging-dimensions\u002F","Changing dimensions",[14,41,42],{},"You can also change the profiles, beam angles and loads in the drawing. This not only works quickly but is also intuitive. You will experience how easy and how pleasant it is to work with Xframe2d. The calculation results can be displayed on the right as \"docked\" or as a separate screen on a 2nd monitor. With every change, the calculation is carried out and the results are immediately visible. That way you can see the effect of your change. You can see all in one view. Both the input and the calculation output.",[14,44,45],{},"Lb=4000",[14,47,48],{},"Length of the beam (This value can be changed in the drawing.)",[14,50,51],{},"This is only important for the classification of the rotational rigidity of the connection. (rigid \u002F semi-rigid \u002F hinged)",[14,53,54],{},"0 \u003C",[14,56,57],{},"Angle of the beam.",[14,59,60],{},"You set a number of parameters in the dialog box below.",[14,62,63],{},[26,64],{"alt":65,"src":66},"beamtocolumn1","\u002Fdocs-assets\u002Fxframe2d\u002Fimages\u002Fbeamtocolumn1.png",[14,68,69],{},"Classificatie constructie : Braced \u002F Unbraced",[14,71,51],{},[14,73,74],{},"Type connection : Bolted joint \u002F Welded joint",[14,76,77],{},"Type end plate : Short end-plate  \u002F Extended en-plate",[14,79,80],{},"Steel gradeWeb stiffener top : None \u002F Full \u002F Partial",[14,82,83],{},"Web stiffener bottom : None \u002F Full \u002F Partial",[14,85,86],{},"Column web plates : None \u002F Single \u002F Double",[14,88,89],{},"Bolt gradeSigma;com,Ed",[14,91,92],{},"The largest axial compression stress in the column. This is calculated automatically and does not need to be entered.",[14,94,95],{},[26,96],{"alt":97,"src":98},"beamtocolumn2","\u002Fdocs-assets\u002Fxframe2d\u002Fimages\u002Fbeamtocolumn2.png",[14,100,101],{},"Beams symmetrical",[14,103,104],{},"With a double connection (left and right) you can set whether both are equal (symmetrical) or not. This means that when you change one side and the other side changes automatically",[14,106,107],{},"Number of bot-rows",[14,109,110],{},"The number of bolt rows is at least 2.",[14,112,113],{},"BoltHaunch on top : None \u002F Haunch without flange \u002F Haunch with flange",[14,115,116],{},"Haunch on bottom : None \u002F Haunch without flange \u002F Haunch with flange",[14,118,119],{},"Backing plates",[14,121,122],{},"Setting or backing plates are used.",[14,124,125],{},"XFrame2d",{"title":127,"searchDepth":128,"depth":128,"links":129},"",3,[],"Joints can be entered at nodes.","md",{},true,"\u002Fdocs\u002Fxframe2d\u002Finput\u002Fgeometry\u002Fjoints",{"title":5,"description":130},"docs\u002Fxframe2d\u002Finput\u002Fgeometry\u002Fjoints\u002Findex","R51WkvzIDRHCyGEU_xaqdWDn-_4lBGMFN0oc_85D-20",1793711143552]