[{"data":1,"prerenderedAt":254},["ShallowReactive",2],{"docs:xfem4u:en:ribbons\u002Fgeneral\u002Fgeometry\u002Fjoints":3},{"id":4,"title":5,"body":6,"description":246,"extension":247,"meta":248,"navigation":249,"path":250,"seo":251,"stem":252,"__hash__":253},"docs_en\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fjoints\u002Findex.md","Joints",{"type":7,"value":8,"toc":216},"minimark",[9,13,23,30,35,38,46,50,55,58,61,65,68,72,75,81,85,88,91,95,98,102,105,109,112,116,119,123,125,129,132,136,139,143,146,150,156,160,163,167,170,174,177,181,184,188,190,194,197,201],[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\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fnodes\u002F","nodes",".",[14,24,25],{},[26,27],"img",{"alt":28,"src":29},"Beam column joint","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fbeam_column_joint.zoom80.png",[31,32,34],"h2",{"id":33},"input-in-drawing","Input in Drawing",[14,36,37],{},"In the drawing of the connection you can change almost everything. You can change all sizes by clicking on the number in the dimension line.",[14,39,40,41,45],{},"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 ",[42,43,44],"strong",{},"XFEM4U",". The calculation results can be displayed on the right as \"docked\" or as a separate screen on a second monitor. With every change that is made, the calculation is carried out and the results are immediately visible. In that way you can quickly see the effect of your change. You can see everything in one overview, both the input and the calculation output.",[31,47,49],{"id":48},"connection-parameters","Connection Parameters",[51,52,54],"h3",{"id":53},"lb4000","Lb=4000",[14,56,57],{},"Length of the beam (This value can be changed in the drawing.)",[14,59,60],{},"The length is only important for the classification of the rotational rigidity of the connection. (rigid \u002F semi-rigid \u002F hinged)",[51,62,64],{"id":63},"_0","0 \u003C",[14,66,67],{},"Angle of the beam.",[31,69,71],{"id":70},"dialog-box-settings","Dialog Box Settings",[14,73,74],{},"You set a number of parameters in the dialog box below.",[14,76,77],{},[26,78],{"alt":79,"src":80},"Beam to column connection dialog","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fbeamtocolumn1.png",[51,82,84],{"id":83},"classification-construction","Classification Construction",[14,86,87],{},"Braced \u002F Unbraced",[14,89,90],{},"This is only important for the classification of the rotational rigidity of the connection. (rigid \u002F semi-rigid \u002F hinged)",[51,92,94],{"id":93},"type-connection","Type Connection",[14,96,97],{},"Bolted joint \u002F Welded joint",[51,99,101],{"id":100},"type-end-plate","Type End Plate",[14,103,104],{},"Short end-plate \u002F Extended end-plate",[51,106,108],{"id":107},"steel-grade","Steel Grade",[14,110,111],{},"Select the steel grade for the connection.",[51,113,115],{"id":114},"web-stiffener-top","Web Stiffener Top",[14,117,118],{},"None \u002F Full \u002F Partial",[51,120,122],{"id":121},"web-stiffener-bottom","Web Stiffener Bottom",[14,124,118],{},[51,126,128],{"id":127},"column-web-plates","Column Web Plates",[14,130,131],{},"None \u002F Single \u002F Double",[51,133,135],{"id":134},"bolt-grade","Bolt Grade",[14,137,138],{},"Select the bolt grade for the connection.",[51,140,142],{"id":141},"sigmacomed","Sigma;com,Ed",[14,144,145],{},"The largest axial compression stress in the column. This is calculated automatically and does not need to be entered.",[31,147,149],{"id":148},"additional-settings","Additional Settings",[14,151,152],{},[26,153],{"alt":154,"src":155},"Beam to column additional settings","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fbeamtocolumn2.png",[51,157,159],{"id":158},"beams-symmetrical","Beams Symmetrical",[14,161,162],{},"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, the other side changes automatically.",[51,164,166],{"id":165},"number-of-bolt-rows","Number of Bolt-Rows",[14,168,169],{},"The number of bolt rows is at least 2.",[51,171,173],{"id":172},"bolt","Bolt",[14,175,176],{},"Bolt diameter and settings.",[51,178,180],{"id":179},"haunch-on-top","Haunch on Top",[14,182,183],{},"None \u002F Haunch without flange \u002F Haunch with flange",[51,185,187],{"id":186},"haunch-on-bottom","Haunch on Bottom",[14,189,183],{},[51,191,193],{"id":192},"backing-plates","Backing Plates",[14,195,196],{},"Setting whether backing plates are used.",[31,198,200],{"id":199},"related-topics","Related Topics",[202,203,204,211],"ul",{},[205,206,207],"li",{},[18,208,210],{"href":209},"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fjoints\u002Fcalculation\u002F","Joint Calculation",[205,212,213],{},[18,214,215],{"href":20},"Nodes",{"title":217,"searchDepth":218,"depth":218,"links":219},"",3,[220,222,226,237,245],{"id":33,"depth":221,"text":34},2,{"id":48,"depth":221,"text":49,"children":223},[224,225],{"id":53,"depth":218,"text":54},{"id":63,"depth":218,"text":64},{"id":70,"depth":221,"text":71,"children":227},[228,229,230,231,232,233,234,235,236],{"id":83,"depth":218,"text":84},{"id":93,"depth":218,"text":94},{"id":100,"depth":218,"text":101},{"id":107,"depth":218,"text":108},{"id":114,"depth":218,"text":115},{"id":121,"depth":218,"text":122},{"id":127,"depth":218,"text":128},{"id":134,"depth":218,"text":135},{"id":141,"depth":218,"text":142},{"id":148,"depth":221,"text":149,"children":238},[239,240,241,242,243,244],{"id":158,"depth":218,"text":159},{"id":165,"depth":218,"text":166},{"id":172,"depth":218,"text":173},{"id":179,"depth":218,"text":180},{"id":186,"depth":218,"text":187},{"id":192,"depth":218,"text":193},{"id":199,"depth":221,"text":200},"Joints can be entered at nodes.","md",{},true,"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fjoints",{"title":5,"description":246},"docs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fjoints\u002Findex","cqjouCJItqYs2HUCUwOCApWoYmHZq0n6Bzc_YgwVd4E",1793711133503]