[{"data":1,"prerenderedAt":235},["ShallowReactive",2],{"docs:xconstruct:en:modules\u002Fsteel\u002Fweld-calculation":3},{"id":4,"title":5,"body":6,"description":19,"extension":228,"meta":229,"navigation":230,"path":231,"seo":232,"stem":233,"__hash__":234},"docs_en\u002Fdocs\u002Fxconstruct\u002Fmodules\u002Fsteel\u002Fweld-calculation\u002Findex.md","Weld Calculation",{"type":7,"value":8,"toc":220},"minimark",[9,13,20,23,30,35,75,79,85,166,170,176],[10,11,5],"h1",{"id":12},"weld-calculation",[14,15,16],"p",{},[17,18,19],"strong",{},"Calculation of fillet welds according to NEN-EN 1993-1-8 + C2\u002FNB",[14,21,22],{},"With this module you can verify and\u002For design fillet welds according to NEN-EN 1993-1-8.",[14,24,25],{},[26,27],"img",{"alt":28,"src":29},"Fillet Weld","\u002Fdocs-assets\u002Fxconstruct\u002Fimages\u002Fhoeklas.zoom50.png",[31,32,34],"h2",{"id":33},"verification-according-to-nen-en-1993-1-8-c2-national-annex","Verification according to NEN-EN 1993-1-8 + C2 \u002F national annex",[36,37,38,42,64],"ul",{},[39,40,41],"li",{},"Checking and designing",[39,43,44,45,49,50,49,53,56,57,56,59,61,62],{},"Forces and moments: F",[46,47,48],"sub",{},"x,Ed",", F",[46,51,52],{},"y,Ed",[46,54,55],{},"z,Ed",", M",[46,58,48],{},[46,60,52],{}," and M",[46,63,55],{},[39,65,66,67,70,71,74],{},"No ",[17,68,69],{},"'black-box'"," calculation but clear output with written out ",[17,72,73],{},"NEN-EN 1993"," formulas",[31,76,78],{"id":77},"input","Input",[14,80,81],{},[26,82],{"alt":83,"src":84},"Weld input","\u002Fdocs-assets\u002Fxconstruct\u002Fimages\u002Flas_d1.png",[86,87,88,101],"table",{},[89,90,91],"thead",{},[92,93,94,98],"tr",{},[95,96,97],"th",{},"Field",[95,99,100],{},"Description",[102,103,104,115,125,135,145,156],"tbody",{},[92,105,106,112],{},[107,108,109],"td",{},[17,110,111],{},"Steel grade",[107,113,114],{},"Steel grade of the weakest connected part",[92,116,117,122],{},[107,118,119],{},[17,120,121],{},"L",[107,123,124],{},"Length of the welded part, or the length of the weld, in mm",[92,126,127,132],{},[107,128,129],{},[17,130,131],{},"b",[107,133,134],{},"Thickness of the welded part in mm",[92,136,137,142],{},[107,138,139],{},[17,140,141],{},"a",[107,143,144],{},"Applied throat thickness in mm",[92,146,147,153],{},[107,148,149],{},[26,150],{"alt":151,"src":152},"Design","\u002Fdocs-assets\u002Fxconstruct\u002Fimages\u002Fontwerp_a.png",[107,154,155],{},"Design the throat thickness from the entered forces",[92,157,158,163],{},[107,159,160],{},[17,161,162],{},"Long joint",[107,164,165],{},"Not applicable \u002F Lapped joint \u002F Fillet welds connecting transverse stiffeners in plate girders. This reduces the effective weld length according to art. 4.11",[31,167,169],{"id":168},"forces-and-moments","Forces and moments",[14,171,172],{},[26,173],{"alt":174,"src":175},"Weld forces","\u002Fdocs-assets\u002Fxconstruct\u002Fimages\u002Flas_d2.png",[86,177,178,186],{},[89,179,180],{},[92,181,182,184],{},[95,183,97],{},[95,185,100],{},[102,187,188,204],{},[92,189,190,201],{},[107,191,192],{},[17,193,194,195,49,197,49,199],{},"F",[46,196,48],{},[46,198,52],{},[46,200,55],{},[107,202,203],{},"Design forces in kN",[92,205,206,217],{},[107,207,208],{},[17,209,210,211,56,213,56,215],{},"M",[46,212,48],{},[46,214,52],{},[46,216,55],{},[107,218,219],{},"Design moments in kNm",{"title":221,"searchDepth":222,"depth":222,"links":223},"",3,[224,226,227],{"id":33,"depth":225,"text":34},2,{"id":77,"depth":225,"text":78},{"id":168,"depth":225,"text":169},"md",{},true,"\u002Fdocs\u002Fxconstruct\u002Fmodules\u002Fsteel\u002Fweld-calculation",{"title":5,"description":19},"docs\u002Fxconstruct\u002Fmodules\u002Fsteel\u002Fweld-calculation\u002Findex","ylFBiS3ZrxO95Lo8Bb-JqdwXNkzxzDw6J35ILvsXA4s",1793711151516]