[{"data":1,"prerenderedAt":350},["ShallowReactive",2],{"docs:xconstruct:en:modules\u002Fsteel\u002Fmoment-connection":3},{"id":4,"title":5,"body":6,"description":19,"extension":343,"meta":344,"navigation":345,"path":346,"seo":347,"stem":348,"__hash__":349},"docs_en\u002Fdocs\u002Fxconstruct\u002Fmodules\u002Fsteel\u002Fmoment-connection\u002Findex.md","Moment Connection",{"type":7,"value":8,"toc":335},"minimark",[9,13,20,31,37,42,78,84,88,97,100,143,147,153,258,264],[10,11,5],"h1",{"id":12},"moment-connection",[14,15,16],"p",{},[17,18,19],"strong",{},"Moment connection according to NEN-EN 1993-1-8 + C2\u002FNB",[14,21,22,23,26,27,30],{},"Calculate moment connections quickly and easily. ",[17,24,25],{},"Bolted"," or ",[17,28,29],{},"welded",". The user interface is unique and very user-friendly. By clicking on the numbers in the dimension lines you can adjust the dimensions.",[14,32,33],{},[34,35],"img",{"alt":5,"src":36},"\u002Fdocs-assets\u002Fxconstruct\u002Fimages\u002Fembim4.png",[38,39,41],"h2",{"id":40},"verification-according-to-nen-en-1993-1-8-c2-national-annex","Verification according to NEN-EN 1993-1-8 + C2 \u002F national annex",[43,44,45,53,58,61,64,67],"ul",{},[46,47,48,49],"li",{},"Calculation of moment resistance M",[50,51,52],"sub",{},"j,Rd",[46,54,55,56],{},"Redistribution of resistances per bolt row to determine maximum M",[50,57,52],{},[46,59,60],{},"Calculation of connection stiffness",[46,62,63],{},"Display of moment-rotation diagram",[46,65,66],{},"Classification of connection: rigid\u002Fflexible or hinged",[46,68,69,70,73,74,77],{},"No ",[17,71,72],{},"'black-box'"," calculation but clear output with written out ",[17,75,76],{},"NEN-EN 1993"," formulas. The calculation can therefore also be manually checked step by step and gives you more insight into which factors are governing.",[14,79,80],{},[34,81],{"alt":82,"src":83},"Moment Connection Output","\u002Fdocs-assets\u002Fxconstruct\u002Fimages\u002Fembim5.png",[38,85,87],{"id":86},"input-in-the-drawing","Input in the drawing",[14,89,90,91,96],{},"In the drawing of the connection you can change almost everything. You can change all dimensions by clicking the number in the dimension line. See ",[92,93,95],"a",{"href":94},"\u002Fdocs\u002Fxconstruct\u002Finput\u002Fmodifying-distances\u002F","Modifying Distances",".",[14,98,99],{},"You can also change the profiles, beam lengths, beam angles and loads in the drawing. That is not only fast but also intuitive. The calculation results can be shown on the right, docked, or as a separate window on a second monitor. With every change the calculation is carried out and the results are immediately visible, so you can see the effect of your change. You have all the data in view, both the input and the calculation output.",[101,102,103,116],"table",{},[104,105,106],"thead",{},[107,108,109,113],"tr",{},[110,111,112],"th",{},"Field",[110,114,115],{},"Description",[117,118,119,133],"tbody",{},[107,120,121,130],{},[122,123,124],"td",{},[17,125,126,127],{},"L",[50,128,129],{},"b",[122,131,132],{},"Length of the beam. This value can be changed in the drawing. It only matters for assessing the rotational stiffness of the connection (rigid \u002F flexible \u002F hinged)",[107,134,135,140],{},[122,136,137],{},[17,138,139],{},"Beam angle",[122,141,142],{},"Angle of the beam",[38,144,146],{"id":145},"connection-parameters","Connection parameters",[14,148,149],{},[34,150],{"alt":151,"src":152},"Moment connection parameters","\u002Fdocs-assets\u002Fxconstruct\u002Fimages\u002Fmoment.png",[101,154,155,163],{},[104,156,157],{},[107,158,159,161],{},[110,160,112],{},[110,162,115],{},[117,164,165,175,185,195,205,215,225,235,245],{},[107,166,167,172],{},[122,168,169],{},[17,170,171],{},"Structure classification",[122,173,174],{},"Sway \u002F Non-sway. This only matters for assessing the rotational stiffness of the connection (rigid \u002F flexible \u002F hinged)",[107,176,177,182],{},[122,178,179],{},[17,180,181],{},"Connection type",[122,183,184],{},"Bolted connection \u002F Welded connection",[107,186,187,192],{},[122,188,189],{},[17,190,191],{},"End plate type",[122,193,194],{},"Extended end plate \u002F Flush end plate",[107,196,197,202],{},[122,198,199],{},[17,200,201],{},"Steel grade",[122,203,204],{},"Choice of the steel grade",[107,206,207,212],{},[122,208,209],{},[17,210,211],{},"Column stiffener top",[122,213,214],{},"None \u002F Full \u002F Partial. A column stiffener at the level of the top beam flange",[107,216,217,222],{},[122,218,219],{},[17,220,221],{},"Column stiffener bottom",[122,223,224],{},"None \u002F Full \u002F Partial. A column stiffener at the level of the bottom beam flange or haunch flange",[107,226,227,232],{},[122,228,229],{},[17,230,231],{},"Column web plate",[122,233,234],{},"None \u002F Single \u002F Double. Web plates or supplementary web plates for the column web",[107,236,237,242],{},[122,238,239],{},[17,240,241],{},"Bolt grade",[122,243,244],{},"Choice of the bolt grade",[107,246,247,255],{},[122,248,249],{},[17,250,251,252],{},"σ",[50,253,254],{},"com,Ed",[122,256,257],{},"The largest normal stress in the column",[14,259,260],{},[34,261],{"alt":262,"src":263},"Moment connection detail","\u002Fdocs-assets\u002Fxconstruct\u002Fimages\u002Fmoment2.png",[101,265,266,274],{},[104,267,268],{},[107,269,270,272],{},[110,271,112],{},[110,273,115],{},[117,275,276,286,296,306,316,325],{},[107,277,278,283],{},[122,279,280],{},[17,281,282],{},"Beams symmetrical",[122,284,285],{},"With a double connection (left and right) you can set whether both are identical (symmetrical) or not. You then change one side and the other side changes automatically",[107,287,288,293],{},[122,289,290],{},[17,291,292],{},"Number of bolt rows",[122,294,295],{},"The number of bolt rows is at least 2",[107,297,298,303],{},[122,299,300],{},[17,301,302],{},"Bolt",[122,304,305],{},"Choice of the selected bolt diameter",[107,307,308,313],{},[122,309,310],{},[17,311,312],{},"Haunch top",[122,314,315],{},"None \u002F Haunch without flange \u002F Haunch with flange",[107,317,318,323],{},[122,319,320],{},[17,321,322],{},"Haunch bottom",[122,324,315],{},[107,326,327,332],{},[122,328,329],{},[17,330,331],{},"Backing plates",[122,333,334],{},"Setting whether backing plates are applied",{"title":336,"searchDepth":337,"depth":337,"links":338},"",3,[339,341,342],{"id":40,"depth":340,"text":41},2,{"id":86,"depth":340,"text":87},{"id":145,"depth":340,"text":146},"md",{},true,"\u002Fdocs\u002Fxconstruct\u002Fmodules\u002Fsteel\u002Fmoment-connection",{"title":5,"description":19},"docs\u002Fxconstruct\u002Fmodules\u002Fsteel\u002Fmoment-connection\u002Findex","QmAYAd_1VHIJb45rbmfU_EGdb8ccx69YXV8E8eSvdfs",1793711151461]