[{"data":1,"prerenderedAt":196},["ShallowReactive",2],{"docs:xconstruct:en: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_en\u002Fdocs\u002Fxconstruct\u002Fmodules\u002Fsteel\u002Fbolt-calculation\u002Findex.md","Bolt Calculation",{"type":7,"value":8,"toc":182},"minimark",[9,13,20,23,28,43,47,54],[10,11,5],"h1",{"id":12},"bolt-calculation",[14,15,16],"p",{},[17,18,19],"strong",{},"Calculation of resistances of a single bolt",[14,21,22],{},"With this module you can calculate the allowable forces of a single bolt according to NEN-EN 1993-1-8.",[24,25,27],"h2",{"id":26},"verification-according-to-nen-en-1993-1-8-c2-national-annex","Verification according to NEN-EN 1993-1-8 + C2 \u002F national annex",[29,30,31],"ul",{},[32,33,34,35,38,39,42],"li",{},"No ",[17,36,37],{},"'black-box'"," calculation but clear output with written out ",[17,40,41],{},"NEN-EN 1993"," formulas",[24,44,46],{"id":45},"input","Input",[14,48,49],{},[50,51],"img",{"alt":52,"src":53},"Bolt input","\u002Fdocs-assets\u002Fxconstruct\u002Fimages\u002Fbout.png",[55,56,57,70],"table",{},[58,59,60],"thead",{},[61,62,63,67],"tr",{},[64,65,66],"th",{},"Field",[64,68,69],{},"Description",[71,72,73,84,94,104,114,124,134,148,159,171],"tbody",{},[61,74,75,81],{},[76,77,78],"td",{},[17,79,80],{},"Steel grade",[76,82,83],{},"Steel grade of the connected part",[61,85,86,91],{},[76,87,88],{},[17,89,90],{},"Bolt grade",[76,92,93],{},"Choice of the bolt grade",[61,95,96,101],{},[76,97,98],{},[17,99,100],{},"Bolt diameter",[76,102,103],{},"Choice of the bolt diameter",[61,105,106,111],{},[76,107,108],{},[17,109,110],{},"Shear plane",[76,112,113],{},"Shear plane through the thread \u002F Shear plane through the shank",[61,115,116,121],{},[76,117,118],{},[17,119,120],{},"Bolt position",[76,122,123],{},"End bolt \u002F Inner bolt \u002F Edge bolt",[61,125,126,131],{},[76,127,128],{},[17,129,130],{},"Plate thickness",[76,132,133],{},"Plate thickness of the connected part",[61,135,136,145],{},[76,137,138],{},[17,139,140,141],{},"e",[142,143,144],"sub",{},"1",[76,146,147],{},"End distance in the direction of load transfer",[61,149,150,156],{},[76,151,152],{},[17,153,14,154],{},[142,155,144],{},[76,157,158],{},"Spacing in the direction of load transfer",[61,160,161,168],{},[76,162,163],{},[17,164,140,165],{},[142,166,167],{},"2",[76,169,170],{},"Edge distance perpendicular to the direction of load transfer",[61,172,173,179],{},[76,174,175],{},[17,176,14,177],{},[142,178,167],{},[76,180,181],{},"Spacing perpendicular to the direction of load transfer",{"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,"\u002Fdocs\u002Fxconstruct\u002Fmodules\u002Fsteel\u002Fbolt-calculation",{"title":5,"description":19},"docs\u002Fxconstruct\u002Fmodules\u002Fsteel\u002Fbolt-calculation\u002Findex","vm0Jo3kpe850GjXypyjm0MZ7cdcHkmVhOpgTka5-Jlc",1793711151372]