Hi, I have a question about a beam analysis on GEBT. I have 3 points bending beam analysis and i'm applying an effort of 1000 N on the center of the beam. When I have sent it to analysis, it's running and i get my two files <.ech> <.out>. The problem is when i'm looking on the output <.out>. Indeed, When i'm seeing output of results for force/moment of my node where load is applied, it have to be the Internal moment of Bending. But it is set to 0. I would like to know why. Thank you. Gebt input file : 0 1 1 3 2 3 1 0 0 0 0 0 1 0.0 0.0 0.0 # coordinates for each point 2 500 0.0 0.0 3 1000 0.0 0.0 1 1 2 1 1 0 2 0 2 2 3 1 1 0 2 0 1 #point conditions 1 2 3 4 11 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 7 8 9 10 11 12 0 0 -1000 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 3 1 2 3 4 11 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 # section No. 1 3.6463921429E-09 0.0000000000E+00 0.0000000000E+00 0.0000000000E+00 8.3714362819E-27 -9.8224852375E-26 0.0000000000E+00 1.0347338935E-08 2.4196255567E-24 -5.5421350981E-26 0.0000000000E+00 0.0000000000E+00 0.0000000000E+00 2.4196255567E-24 1.1265824044E-08 3.7871256503E-25 0.0000000000E+00 0.0000000000E+00 0.0000000000E+00 -5.5421350981E-26 3.7871256503E-25 5.8935986346E-11 0.0000000000E+00 0.0000000000E+00 8.3714362819E-27 0.0000000000E+00 0.0000000000E+00 0.0000000000E+00 1.6434073116E-11 -2.8332389364E-27 -9.8224852375E-26 0.0000000000E+00 0.0000000000E+00 0.0000000000E+00 -2.8332389364E-27 6.5736292463E-11