[{"data":1,"prerenderedAt":269},["ShallowReactive",2],{"docs:xconstruct:nl:modules\u002Fsteel\u002Fcolumn-calculation":3},{"id":4,"title":5,"body":6,"description":16,"extension":262,"meta":263,"navigation":264,"path":265,"seo":266,"stem":267,"__hash__":268},"docs_nl\u002Fnl\u002Fdocs\u002Fxconstruct\u002Fmodules\u002Fsteel\u002Fcolumn-calculation\u002Findex.md","Kolomberekening",{"type":7,"value":8,"toc":254},"minimark",[9,13,17,24,29,45,49,54,161,165,171,251],[10,11,5],"h1",{"id":12},"kolomberekening",[14,15,16],"p",{},"Stalen kolomberekening volgens NEN-EN 1993-1-1.",[14,18,19],{},[20,21],"img",{"alt":22,"src":23},"Kolom","\u002Fdocs-assets\u002Fxconstruct\u002Fimages\u002Fkolom1.nl.png",[25,26,28],"h2",{"id":27},"functies","Functies",[30,31,32,36,39,42],"ul",{},[33,34,35],"li",{},"Knikcontrole",[33,37,38],{},"Doorsnede classificatie",[33,40,41],{},"Unity check uitvoer",[33,43,44],{},"Transparante formules volgens Eurocode 3",[25,46,48],{"id":47},"invoer","Invoer",[14,50,51],{},[20,52],{"alt":53,"src":23},"Invoer kolomberekening",[55,56,57,70],"table",{},[58,59,60],"thead",{},[61,62,63,67],"tr",{},[64,65,66],"th",{},"Veld",[64,68,69],{},"Omschrijving",[71,72,73,85,95,109,122,135],"tbody",{},[61,74,75,82],{},[76,77,78],"td",{},[79,80,81],"strong",{},"Profielnaam",[76,83,84],{},"Hier kiest u het profiel",[61,86,87,92],{},[76,88,89],{},[79,90,91],{},"Kolomlengte L",[76,93,94],{},"Lengte van de kolom",[61,96,97,106],{},[76,98,99],{},[79,100,101,102],{},"Kniklengte om de y-as L",[103,104,105],"sub",{},"cr,y",[76,107,108],{},"Kniklengte om de y-as",[61,110,111,119],{},[76,112,113],{},[79,114,115,116],{},"Kniklengte om de z-as L",[103,117,118],{},"cr,z",[76,120,121],{},"Kniklengte om de z-as",[61,123,124,132],{},[76,125,126],{},[79,127,128,129],{},"Ongesteunde lengte L",[103,130,131],{},"cr",[76,133,134],{},"Grootste ongesteunde lengte i.v.m. kipstabiliteit (kipafstand)",[61,136,137,142],{},[76,138,139],{},[79,140,141],{},"Knikvorm",[76,143,144,145,148,149,152,153],{},"Niet verplaatsbare knopen \u002F Verplaatsbare knopen. Hier kiest u het type raamwerk waar de kolom onderdeel van is. Hiermee worden de equivalente momentenverdelingsfactoren C",[103,146,147],{},"my"," en C",[103,150,151],{},"mz"," bepaald volgens NEN-EN 1993-1-1 Tabel B.3 - ",[154,155,156,157,160],"em",{},"Equivalente momentverdelingsfactoren C",[103,158,159],{},"m"," in tabellen B.1 en B.2",[25,162,164],{"id":163},"krachten-en-momenten","Krachten en momenten",[14,166,167],{},[20,168],{"alt":169,"src":170},"Krachten op de kolom","\u002Fdocs-assets\u002Fxconstruct\u002Fimages\u002Fkolom2.nl.png",[55,172,173,181],{},[58,174,175],{},[61,176,177,179],{},[64,178,66],{},[64,180,69],{},[71,182,183,196,209,221,234],{},[61,184,185,193],{},[76,186,187],{},[79,188,189,190],{},"N",[103,191,192],{},"Ed",[76,194,195],{},"Rekenwaarde van de normaalkracht",[61,197,198,206],{},[76,199,200],{},[79,201,202,203],{},"M",[103,204,205],{},"yA,Ed",[76,207,208],{},"Rekenwaarde van het buigend moment aan de onderkant van de kolom",[61,210,211,218],{},[76,212,213],{},[79,214,202,215],{},[103,216,217],{},"yB,Ed",[76,219,220],{},"Rekenwaarde van het buigend moment aan de bovenkant van de kolom",[61,222,223,231],{},[76,224,225],{},[79,226,227,228],{},"q",[103,229,230],{},"z,Ed",[76,232,233],{},"Rekenwaarde van de (equivalente) dwarsbelasting op de kolom",[61,235,236,241],{},[76,237,238],{},[79,239,240],{},"z",[76,242,243,244,246,247,250],{},"Het aangrijpingspunt van de dwarsbelasting q",[103,245,230],{},", in mm in z-richting t.o.v. de referentielijn. De referentielijn is instelbaar: t.o.v. bovenkant, zwaartelijn of onderkant. Deze afstand is alleen relevant voor de toetsing van de kipstabiliteit (de factor C",[103,248,249],{},"2",")",[14,252,253],{},"Let op! Voer de momenten en de dwarsbelasting met het juiste teken in. Met deze waarden wordt o.a. de kipstabiliteitsberekening gemaakt.",{"title":255,"searchDepth":256,"depth":256,"links":257},"",3,[258,260,261],{"id":27,"depth":259,"text":28},2,{"id":47,"depth":259,"text":48},{"id":163,"depth":259,"text":164},"md",{},true,"\u002Fnl\u002Fdocs\u002Fxconstruct\u002Fmodules\u002Fsteel\u002Fcolumn-calculation",{"title":5,"description":16},"nl\u002Fdocs\u002Fxconstruct\u002Fmodules\u002Fsteel\u002Fcolumn-calculation\u002Findex","jo4ClZ4xlmXD24YqBRVsHBaovM4UCTq7NXX_ynWF_tk",1793711152215]