Hello,
I take asimple example:
Abeamon two supportswithadistributed loadin the centerofhalf thelengthof the beam.
When doingthesimulation, thebeamis bentas iftheloadhadfollowed theshape of the curveat itsdeformation.
But itis not logicalsince the masson the beamis rigid.
Willthere away to applythis type ofrigid load.
Best Regards.
Denis