[{"data":1,"prerenderedAt":43},["ShallowReactive",2],{"docs:xframe2d:en:references\u002Fbackground\u002Ftapered-beam":3},{"id":4,"title":5,"body":6,"description":16,"extension":36,"meta":37,"navigation":38,"path":39,"seo":40,"stem":41,"__hash__":42},"docs_en\u002Fdocs\u002Fxframe2d\u002Freferences\u002Fbackground\u002Ftapered-beam\u002Findex.md","Tapered beam",{"type":7,"value":8,"toc":32},"minimark",[9,13,17,20,23,26,29],[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],{},"Force distribution",[14,21,22],{},"For 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.",[14,24,25],{},"Stress testing",[14,27,28],{},"For stress testing, the profile section properties are calculated per section (per x-distance). Thus, this calculation is exact.",[14,30,31],{},"XFrame2d",{"title":33,"searchDepth":34,"depth":34,"links":35},"",3,[],"md",{},true,"\u002Fdocs\u002Fxframe2d\u002Freferences\u002Fbackground\u002Ftapered-beam",{"title":5,"description":16},"docs\u002Fxframe2d\u002Freferences\u002Fbackground\u002Ftapered-beam\u002Findex","XHBJioDjUBPL25_zns5sjrfbuOTBqV0yspEIskbJn9c",1793711144926]