Hi all, me again
When my model only has elastic behavior, everything is fine. While I tried to input plastic behavior as below, the job is aborted due to errors. [SI unit:N, mm]
I first run the model in "Static, General" mode, after job abortion, I run the model in "Static, riks" mode.
The...
Hi all, I wanna verify the model and therefore I checked whether the bending moment is same as theoretical value and found that there is huge difference.
SI unit defined: force=N, length=mm
Beam length:5000mm, flange width=100mm
Input load=200kN/m [I modeled as 19608N point load at each mesh...
Hi all,
The below graphics show how I model the support, but I am not sure if it is correct or not.
I wonder if top flange and web have to be assigned pin support )U1=U2=U3=0) or not?
Thanks
Hi all,I have tried to do simply supported one span I beam under uniform distributed load. Then extract s11 by defining path at bottom flange. However,
1.The stress in x-dir s11 is not symmetric along flange, there is sudden increase in stress at RHS of middle flange (i understand there would...
