[{"data":1,"prerenderedAt":235},["ShallowReactive",2],{"docs:xconstruct:nl: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_nl\u002Fnl\u002Fdocs\u002Fxconstruct\u002Fmodules\u002Fsteel\u002Fweld-calculation\u002Findex.md","Lasberekening",{"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},"lasberekening",[14,15,16],"p",{},[17,18,19],"strong",{},"Berekening van hoeklassen volgens NEN-EN 1993-1-8 + C2\u002FNB",[14,21,22],{},"Met deze module kunt u de hoeklassen toetsen en\u002Fof ontwerpen volgens NEN-EN 1993-1-8.",[14,24,25],{},[26,27],"img",{"alt":28,"src":29},"Hoeklas","\u002Fdocs-assets\u002Fxconstruct\u002Fimages\u002Fhoeklas.zoom50.png",[31,32,34],"h2",{"id":33},"controle-volgens-nen-en-1993-1-8-c2-nationale-bijlage","Controle volgens NEN-EN 1993-1-8 + C2 \u002F nationale bijlage",[36,37,38,42,64],"ul",{},[39,40,41],"li",{},"Controlerend en ontwerpend",[39,43,44,45,49,50,49,53,56,57,56,59,61,62],{},"Krachten en momenten: 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],{}," en M",[46,63,55],{},[39,65,66,67,70,71,74],{},"Geen ",[17,68,69],{},"'black-box'"," berekening maar een heldere uitvoer met uitgeschreven ",[17,72,73],{},"NEN-EN 1993"," formules",[31,76,78],{"id":77},"invoer","Invoer",[14,80,81],{},[26,82],{"alt":83,"src":84},"Invoer lasberekening","\u002Fdocs-assets\u002Fxconstruct\u002Fimages\u002Flas_d1.nl.png",[86,87,88,101],"table",{},[89,90,91],"thead",{},[92,93,94,98],"tr",{},[95,96,97],"th",{},"Veld",[95,99,100],{},"Omschrijving",[102,103,104,115,125,135,145,156],"tbody",{},[92,105,106,112],{},[107,108,109],"td",{},[17,110,111],{},"Staalsoort",[107,113,114],{},"Staalsoort zwakste verbonden onderdeel",[92,116,117,122],{},[107,118,119],{},[17,120,121],{},"L",[107,123,124],{},"Lengte van het gelaste onderdeel, resp. lengte van de las in mm",[92,126,127,132],{},[107,128,129],{},[17,130,131],{},"b",[107,133,134],{},"Dikte van het gelaste onderdeel in mm",[92,136,137,142],{},[107,138,139],{},[17,140,141],{},"a",[107,143,144],{},"Toegepaste keeldoorsnede in mm",[92,146,147,153],{},[107,148,149],{},[26,150],{"alt":151,"src":152},"Ontwerp","\u002Fdocs-assets\u002Fxconstruct\u002Fimages\u002Fontwerp_a.png",[107,154,155],{},"Hiermee kunt u de keeldoorsnede op basis van de ingevoerde krachten ontwerpen",[92,157,158,163],{},[107,159,160],{},[17,161,162],{},"Lange verbinding",[107,164,165],{},"N.v.t. \u002F Overlapte verbinding \u002F Hoeklassen die dwarsverstijvingen in plaatliggers verbinden. Hiermee wordt de effectieve laslengte gereduceerd volgens art. 4.11",[31,167,169],{"id":168},"krachten-en-momenten","Krachten en momenten",[14,171,172],{},[26,173],{"alt":174,"src":175},"Krachten op de las","\u002Fdocs-assets\u002Fxconstruct\u002Fimages\u002Flas_d2.nl.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],{},"Rekenkrachten 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],{},"Rekenmomenten 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,"\u002Fnl\u002Fdocs\u002Fxconstruct\u002Fmodules\u002Fsteel\u002Fweld-calculation",{"title":5,"description":19},"nl\u002Fdocs\u002Fxconstruct\u002Fmodules\u002Fsteel\u002Fweld-calculation\u002Findex","X2xi5vXmxbAv7U5HSqwomp4zH5PIx1LA3ufDq8Erp7A",1793711152334]