[{"data":1,"prerenderedAt":270},["ShallowReactive",2],{"docs:xfem4u:en:ribbons\u002Fgeneral\u002Floads\u002Fbeam-loads":3},{"id":4,"title":5,"body":6,"description":262,"extension":263,"meta":264,"navigation":265,"path":266,"seo":267,"stem":268,"__hash__":269},"docs_en\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Floads\u002Fbeam-loads\u002Findex.md","Beam Loads",{"type":7,"value":8,"toc":244},"minimark",[9,13,30,38,41,47,52,55,59,62,113,116,119,123,126,129,132,147,150,153,156,159,163,166,170,173,176,179,182,186,189,192,198,204,212,216],[10,11,5],"h1",{"id":12},"beam-loads",[14,15,16,21,22,21,26],"p",{},[17,18],"img",{"alt":19,"src":20},"Beam load icons","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fcur_beamload_q.png"," ",[17,23],{"alt":24,"src":25},"F-load icon","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fload-f.png",[17,27],{"alt":28,"src":29},"M-load icon","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fload-m.png",[14,31,32,33,37],{},"Beam loads are inserted in a local ",[34,35,36],"strong",{},"beam coordinate system",". See Design arrangement.",[14,39,40],{},"The dialog box shown below is opened.",[14,42,43],{},[17,44],{"alt":45,"src":46},"Beam load dialog","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fload1.png",[48,49,51],"h2",{"id":50},"load-case","Load Case",[14,53,54],{},"Choice for the load case.",[48,56,58],{"id":57},"type-of-load","Type of Load",[14,60,61],{},"Choose the type of load you want to add.",[63,64,65,78],"table",{},[66,67,68],"thead",{},[69,70,71,75],"tr",{},[72,73,74],"th",{},"Type",[72,76,77],{},"Description",[79,80,81,93,103],"tbody",{},[69,82,83,90],{},[84,85,86],"td",{},[17,87],{"alt":88,"src":89},"q-load","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fload-q.png",[84,91,92],{},"Even distributed load, or varying load",[69,94,95,100],{},[84,96,97],{},[17,98],{"alt":99,"src":25},"F-load",[84,101,102],{},"Point force - F-load",[69,104,105,110],{},[84,106,107],{},[17,108],{"alt":109,"src":29},"M-load",[84,111,112],{},"Moment - M-load",[48,114,77],{"id":115},"description",[14,117,118],{},"Free text to describe the load.",[48,120,122],{"id":121},"direction-of-the-load-local-global","Direction of the Load \u002F Local-Global",[14,124,125],{},"The load can be inserted in 3 directions. In x-, y- or z-direction relative to the local coordinate system (standard) or the global coordinate system.",[48,127,128],{"id":128},"q1",[14,130,131],{},"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.",[14,133,134,135,21,139,143,144,146],{},"With ",[17,136],{"alt":137,"src":138},"plus","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fplus.png",[17,140],{"alt":141,"src":142},"minus","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fmin.png"," you can change the sign of the loads very easy. Standard the sign is at ",[17,145],{"alt":141,"src":142}," because this is most common.",[48,148,149],{"id":149},"q2",[14,151,152],{},"Only for the q-load the magnitude of the load at the end of the beam in kN\u002Fm.",[48,154,155],{"id":155},"a",[14,157,158],{},"The distance in mm where the load starts, counted from the begin node of the beam.",[48,160,162],{"id":161},"l","L",[14,164,165],{},"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.",[48,167,169],{"id":168},"angle","Angle",[14,171,172],{},"Only for the q- and F-load. The angle in degrees to the perpendicular. The direction opposite to the clockwise direction is positive.",[48,174,175],{"id":175},"z",[14,177,178],{},"The distance in the z-direction in mm relative to the reference line. The reference line is adjustable: 'z relative to top', 'z relative to centerline', 'z relative to bottom'.",[14,180,181],{},"This distance is only relevant for lateral-torsional buckling resistance check.",[48,183,185],{"id":184},"eccentricity","Eccentricity",[14,187,188],{},"The eccentricity in mm measured perpendicular to the load (load surface). For a load in the z-direction this is the distance in y-direction. For a load in the y-direction this is the distance in the z-direction. This eccentricity causes torsion in the beam. By standard the eccentricity is zero. For example with piled concrete foundations the load can be eccentric.",[48,190,191],{"id":63},"Table",[14,193,194,195,197],{},"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. The table also includes a ",[34,196,77],{}," column, matching the field in the dialog above.",[14,199,200],{},[17,201],{"alt":202,"src":203},"Load table","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Floadtable.png",[14,205,206,207,211],{},"You can also right-click the table to send it to Excel for bulk editing — see ",[155,208,210],{"href":209},"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fsend-retrieve-excel\u002F","Send to Excel \u002F Retrieve from Excel",".",[48,213,215],{"id":214},"related-topics","Related Topics",[217,218,219,226,232,238],"ul",{},[220,221,222],"li",{},[155,223,225],{"href":224},"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Floads\u002Fload-cases\u002F","Load Cases",[220,227,228],{},[155,229,231],{"href":230},"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Floads\u002Fnode-loads\u002F","Node Loads",[220,233,234],{},[155,235,237],{"href":236},"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Floads\u002Fsurface-loads\u002F","Surface Loads",[220,239,240],{},[155,241,243],{"href":242},"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fbeams\u002F","Beams",{"title":245,"searchDepth":246,"depth":246,"links":247},"",3,[248,250,251,252,253,254,255,256,257,258,259,260,261],{"id":50,"depth":249,"text":51},2,{"id":57,"depth":249,"text":58},{"id":115,"depth":249,"text":77},{"id":121,"depth":249,"text":122},{"id":128,"depth":249,"text":128},{"id":149,"depth":249,"text":149},{"id":155,"depth":249,"text":155},{"id":161,"depth":249,"text":162},{"id":168,"depth":249,"text":169},{"id":175,"depth":249,"text":175},{"id":184,"depth":249,"text":185},{"id":63,"depth":249,"text":191},{"id":214,"depth":249,"text":215},"  ","md",{},true,"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Floads\u002Fbeam-loads",{"title":5,"description":262},"docs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Floads\u002Fbeam-loads\u002Findex","s4i5AXwS1mS_SkVLOdcAxh1M37C4FMPRLmXSv-eyRb4",1793711134462]