[{"data":1,"prerenderedAt":84},["ShallowReactive",2],{"docs:xconstruct:nl:modules\u002Fconcrete\u002Fcreep-factor":3},{"id":4,"title":5,"body":6,"description":16,"extension":77,"meta":78,"navigation":79,"path":80,"seo":81,"stem":82,"__hash__":83},"docs_nl\u002Fnl\u002Fdocs\u002Fxconstruct\u002Fmodules\u002Fconcrete\u002Fcreep-factor\u002Findex.md","Kruipfactor",{"type":7,"value":8,"toc":70},"minimark",[9,13,17,23,28,41,45,50,67],[10,11,5],"h1",{"id":12},"kruipfactor",[14,15,16],"p",{},"Bereken de kruipfactor volgens NEN-EN 1992-1-1.",[14,18,19],{},[20,21],"img",{"alt":5,"src":22},"\u002Fdocs-assets\u002Fxconstruct\u002Fimages\u002Fkruip1.png",[24,25,27],"h2",{"id":26},"functies","Functies",[29,30,31,35,38],"ul",{},[32,33,34],"li",{},"Kruipcoëfficiënt berekening",[32,36,37],{},"Afhankelijk van betonklasse, vochtigheid en belastingsleeftijd",[32,39,40],{},"Gebruikt voor lange termijn doorbuigingsberekeningen",[24,42,44],{"id":43},"invoer","Invoer",[14,46,47],{},[20,48],{"alt":49,"src":22},"Invoer kruipfactor",[29,51,52,55,58,61,64],{},[32,53,54],{},"Betonsterkteklasse",[32,56,57],{},"Cementklasse",[32,59,60],{},"Relatieve vochtigheid",[32,62,63],{},"Ouderdom van het beton bij belasten",[32,65,66],{},"Theoretische dikte van het element",[14,68,69],{},"De kruipcoëfficiënt wordt uit deze waarden berekend en als resultaat weergegeven.",{"title":71,"searchDepth":72,"depth":72,"links":73},"",3,[74,76],{"id":26,"depth":75,"text":27},2,{"id":43,"depth":75,"text":44},"md",{},true,"\u002Fnl\u002Fdocs\u002Fxconstruct\u002Fmodules\u002Fconcrete\u002Fcreep-factor",{"title":5,"description":16},"nl\u002Fdocs\u002Fxconstruct\u002Fmodules\u002Fconcrete\u002Fcreep-factor\u002Findex","v0x6dAmFKHzvMGtNlBPOM2KOLVvchta6rAiQlG10d38",1793711152035]