[{"data":1,"prerenderedAt":41},["ShallowReactive",2],{"docs:xfem4u:en:references\u002Fbackground\u002Ftapered-beam":3},{"id":4,"title":5,"body":6,"description":16,"extension":34,"meta":35,"navigation":36,"path":37,"seo":38,"stem":39,"__hash__":40},"docs_en\u002Fdocs\u002Fxfem4u\u002Freferences\u002Fbackground\u002Ftapered-beam\u002Findex.md","Tapered Beam",{"type":7,"value":8,"toc":30},"minimark",[9,13,17,24],[10,11,5],"h1",{"id":12},"tapered-beam",[14,15,16],"p",{},"You can optionally enter a tapered beam. The tab \"Profile end\" is activated. Here you can enter the 2nd profile at the end of the bar. Attention! The basic shape of the profile (H-, U-, L-shape, etc.) must match that of the profile at the beginning of the beam.",[14,18,19,23],{},[20,21,22],"strong",{},"Force distribution","\nFor the mechanics calculation, the beam is automatically divided into a number of beam parts with a length corresponding to the average profile height. The profile section properties such as moment of inertia are calculated in the middle of each beam part. A constant moment of inertia is calculated for each beam part. Because the beam parts are quite short, this approach proves to be sufficiently accurate.",[14,25,26,29],{},[20,27,28],{},"Stress testing","\nFor stress testing, the profile section properties are calculated per section (per x-distance). Thus, this calculation is exact.",{"title":31,"searchDepth":32,"depth":32,"links":33},"",3,[],"md",{},true,"\u002Fdocs\u002Fxfem4u\u002Freferences\u002Fbackground\u002Ftapered-beam",{"title":5,"description":16},"docs\u002Fxfem4u\u002Freferences\u002Fbackground\u002Ftapered-beam\u002Findex","qk8LPc59NGOR75CupYPiohsSQ_elhi7kadsaQ1GobGk",1793711129843]