[{"data":1,"prerenderedAt":84},["ShallowReactive",2],{"docs:xconstruct:en: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_en\u002Fdocs\u002Fxconstruct\u002Fmodules\u002Fconcrete\u002Fcreep-factor\u002Findex.md","Creep Factor",{"type":7,"value":8,"toc":70},"minimark",[9,13,17,23,28,41,45,50,67],[10,11,5],"h1",{"id":12},"creep-factor",[14,15,16],"p",{},"Calculate the creep factor according to 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},"features","Features",[29,30,31,35,38],"ul",{},[32,33,34],"li",{},"Creep coefficient calculation",[32,36,37],{},"Dependent on concrete class, humidity, and loading age",[32,39,40],{},"Used for long-term deflection calculations",[24,42,44],{"id":43},"input","Input",[14,46,47],{},[20,48],{"alt":49,"src":22},"Creep factor input",[29,51,52,55,58,61,64],{},[32,53,54],{},"Concrete strength class",[32,56,57],{},"Cement class",[32,59,60],{},"Relative humidity",[32,62,63],{},"Age of the concrete at loading",[32,65,66],{},"Notional size of the element",[14,68,69],{},"The creep coefficient is calculated from these values and shown as the result.",{"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,"\u002Fdocs\u002Fxconstruct\u002Fmodules\u002Fconcrete\u002Fcreep-factor",{"title":5,"description":16},"docs\u002Fxconstruct\u002Fmodules\u002Fconcrete\u002Fcreep-factor\u002Findex","dc00b-E4l5xLPj-jt03F8UUDonwyRauQ0LT3s2sf2e8",1793711151229]