[{"data":1,"prerenderedAt":196},["ShallowReactive",2],{"docs:xconstruct:nl:modules\u002Fsteel\u002Fbolt-calculation":3},{"id":4,"title":5,"body":6,"description":19,"extension":189,"meta":190,"navigation":191,"path":192,"seo":193,"stem":194,"__hash__":195},"docs_nl\u002Fnl\u002Fdocs\u002Fxconstruct\u002Fmodules\u002Fsteel\u002Fbolt-calculation\u002Findex.md","Boutberekening",{"type":7,"value":8,"toc":182},"minimark",[9,13,20,23,28,43,47,54],[10,11,5],"h1",{"id":12},"boutberekening",[14,15,16],"p",{},[17,18,19],"strong",{},"Berekening van weerstanden van een enkele bout",[14,21,22],{},"Met deze module kunt u de opneembare krachten berekenen van een enkele bout volgens NEN-EN 1993-1-8.",[24,25,27],"h2",{"id":26},"controle-volgens-nen-en-1993-1-8-c2-nationale-bijlage","Controle volgens NEN-EN 1993-1-8 + C2 \u002F nationale bijlage",[29,30,31],"ul",{},[32,33,34,35,38,39,42],"li",{},"Geen ",[17,36,37],{},"'black-box'"," berekening maar een heldere uitvoer met uitgeschreven ",[17,40,41],{},"NEN-EN 1993"," formules",[24,44,46],{"id":45},"invoer","Invoer",[14,48,49],{},[50,51],"img",{"alt":52,"src":53},"Invoer boutberekening","\u002Fdocs-assets\u002Fxconstruct\u002Fimages\u002Fbout.nl.png",[55,56,57,70],"table",{},[58,59,60],"thead",{},[61,62,63,67],"tr",{},[64,65,66],"th",{},"Veld",[64,68,69],{},"Omschrijving",[71,72,73,84,94,104,114,124,134,148,159,171],"tbody",{},[61,74,75,81],{},[76,77,78],"td",{},[17,79,80],{},"Staalsoort",[76,82,83],{},"Staalsoort verbonden onderdeel",[61,85,86,91],{},[76,87,88],{},[17,89,90],{},"Boutkwaliteit",[76,92,93],{},"Keuze van de boutkwaliteit",[61,95,96,101],{},[76,97,98],{},[17,99,100],{},"Boutdiameter",[76,102,103],{},"Keuze van de boutdiameter",[61,105,106,111],{},[76,107,108],{},[17,109,110],{},"Afschuifvlak",[76,112,113],{},"Afschuifvlak door de draad \u002F Afschuifvlak door de schacht",[61,115,116,121],{},[76,117,118],{},[17,119,120],{},"Plaats bout",[76,122,123],{},"Eindbout \u002F Binnenste bout \u002F Randbout",[61,125,126,131],{},[76,127,128],{},[17,129,130],{},"Plaatdikte",[76,132,133],{},"Plaatdikte verbonden onderdeel",[61,135,136,145],{},[76,137,138],{},[17,139,140,141],{},"e",[142,143,144],"sub",{},"1",[76,146,147],{},"Eindafstand in de krachtrichting",[61,149,150,156],{},[76,151,152],{},[17,153,14,154],{},[142,155,144],{},[76,157,158],{},"Steek in de krachtrichting",[61,160,161,168],{},[76,162,163],{},[17,164,140,165],{},[142,166,167],{},"2",[76,169,170],{},"Eindafstand loodrecht op de krachtrichting",[61,172,173,179],{},[76,174,175],{},[17,176,14,177],{},[142,178,167],{},[76,180,181],{},"Steek loodrecht op de krachtrichting",{"title":183,"searchDepth":184,"depth":184,"links":185},"",3,[186,188],{"id":26,"depth":187,"text":27},2,{"id":45,"depth":187,"text":46},"md",{},true,"\u002Fnl\u002Fdocs\u002Fxconstruct\u002Fmodules\u002Fsteel\u002Fbolt-calculation",{"title":5,"description":19},"nl\u002Fdocs\u002Fxconstruct\u002Fmodules\u002Fsteel\u002Fbolt-calculation\u002Findex","jGyGFL-NgnT0z4Br_hKfxePVhlkkfKSY34VGL7tn42Y",1793711152201]