[{"data":1,"prerenderedAt":184},["ShallowReactive",2],{"docs:xframe2d:en:input\u002Floads\u002Fbeam-loads":3},{"id":4,"title":5,"body":6,"description":176,"extension":177,"meta":178,"navigation":179,"path":180,"seo":181,"stem":182,"__hash__":183},"docs_en\u002Fdocs\u002Fxframe2d\u002Finput\u002Floads\u002Fbeam-loads\u002Findex.md","Beam loads",{"type":7,"value":8,"toc":172},"minimark",[9,13,30,39,42,48,51,54,57,60,63,66,72,75,79,82,86,89,92,95,110,113,116,118,121,124,127,130,133,136,144,147,154,157,160,163,169],[10,11,5],"h1",{"id":12},"beam-loads",[14,15,16,21,22,21,26],"p",{},[17,18],"img",{"alt":19,"src":20},"cur_beamload_q","\u002Fdocs-assets\u002Fxframe2d\u002Fimages\u002Fcur_beamload_q.png"," ",[17,23],{"alt":24,"src":25},"load-F","\u002Fdocs-assets\u002Fxframe2d\u002Fimages\u002Fload-f.png",[17,27],{"alt":28,"src":29},"load-M","\u002Fdocs-assets\u002Fxframe2d\u002Fimages\u002Fload-m.png",[14,31,32,33,38],{},"Beam loads are inserted in a local beam coordinate system. See ",[34,35,37],"a",{"href":36},"\u002Fdocs\u002Fxframe2d\u002Freferences\u002Fdesign-arrangement\u002F","Design arrangement",".",[14,40,41],{},"The dialog box shown below is opened.",[14,43,44],{},[17,45],{"alt":46,"src":47},"beamload","\u002Fdocs-assets\u002Fxframe2d\u002Fimages\u002Fbeamload.png",[14,49,50],{},"Load case",[14,52,53],{},"Choice for the load case. Here you can directly insert a new load case.",[14,55,56],{},"Type of load",[14,58,59],{},"Choose the type of load you want to add.",[14,61,62],{},"type",[14,64,65],{},"description",[14,67,68],{},[17,69],{"alt":70,"src":71},"load-q","\u002Fdocs-assets\u002Fxframe2d\u002Fimages\u002Fload-q.png",[14,73,74],{},"even distributed load, or varying load",[14,76,77],{},[17,78],{"alt":24,"src":25},[14,80,81],{},"point force  - F-load",[14,83,84],{},[17,85],{"alt":28,"src":29},[14,87,88],{},"moment - M-load",[14,90,91],{},"q1",[14,93,94],{},"The magnitude of the load. For the q-load the magnitude of the load at the beginning in kN\u002Fm. For a point load the amplitude of the load in kN. For a moment the magnitude of the load in kNm.",[14,96,97,98,21,102,106,107,109],{},"With ",[17,99],{"alt":100,"src":101},"plus","\u002Fdocs-assets\u002Fxframe2d\u002Fimages\u002Fplus.png",[17,103],{"alt":104,"src":105},"min","\u002Fdocs-assets\u002Fxframe2d\u002Fimages\u002Fmin.png"," you can change the sign of the loads very easy. Standard the sign is at ",[17,108],{"alt":104,"src":105},"because this is most common.",[14,111,112],{},"q2",[14,114,115],{},"Only for the q-load the magnitude of the load at the end in kN\u002Fm.",[14,117,34],{},[14,119,120],{},"The distance in mm where the load starts, counted from the begin node of the beam.",[14,122,123],{},"L",[14,125,126],{},"Only for the q-load the length of the load should be inserted. Standard the load is going up to the end of the beam.",[14,128,129],{},"Angle",[14,131,132],{},"Only for the q- and F-load. The angle in degrees to the perpendicular. The direction opposite to the clockwise direction is positive.",[14,134,135],{},"Beam angle",[14,137,138,139,143],{},"The angle in degrees with the global x-axis. The direction opposite to the clockwise direction is positive. With ",[17,140],{"alt":141,"src":142},"pijl_links","\u002Fdocs-assets\u002Fxframe2d\u002Fimages\u002Fpijl_links.png"," You can take over the angle from the previous section.",[14,145,146],{},"z",[14,148,149,150,38],{},"The distance in the z-direction in mm relative to the reference line. The reference line is adjustable. ",[151,152,153],"em",{},"'z relative to top', 'z relative to centerline', 'z relative to bottom'",[14,155,156],{},"This distance is only relevant for lateral-torsional buckling resistance check .",[14,158,159],{},"Table",[14,161,162],{},"Beam loads can also be added\u002Fchanged in the table. It does not matter. It is also possible to change in between graphical input and numerical input via tables.",[14,164,165],{},[17,166],{"alt":167,"src":168},"beamloadtable","\u002Fdocs-assets\u002Fxframe2d\u002Fimages\u002Fbeamloadtable.png",[14,170,171],{},"XFrame2d",{"title":173,"searchDepth":174,"depth":174,"links":175},"",3,[],"  ","md",{},true,"\u002Fdocs\u002Fxframe2d\u002Finput\u002Floads\u002Fbeam-loads",{"title":5,"description":176},"docs\u002Fxframe2d\u002Finput\u002Floads\u002Fbeam-loads\u002Findex","5WdhH9WyF_EWi-kr4uOsFfJaHeMu3xXkY-hLc9To0e8",1793711144099]