Thank you for your reply! I selected uniform -shear shell edge load, here the direction is correct
Then I used analytical field to define the distribution of the load and apply, the direction got changed
I changed x, y,z. i am getting the same direction. Could you please let me know what is...
Hi,
I am trying to apply the vertical distributed shear load (in Y direction) in the edge of lip of the beam using shell edge load. I could only get vertical load from shell edge load - shear- user defined. is there any other way to write expression for varying Y direction load?
when I give the load in z direction. it's not showing error. But I have to give the load in -y direction
https://files.engineering.com/getfile.aspx?folder=3892f468-3fcf-45ee-8a2f-5b696c9ef724&file=15025AR1-3point-2020.cae
Hi,
Thank you for your reply.
I am modelling three point bending test of lipped channel beam. Beam will be loaded at the shear center.
I have attached the cae file. Please have a look...
Dear All,
I am simulating Lipped channel beam in shear. I am using linear perturbation BUCKLE analysis (eigen value solver). when I give the load as displacement induced loading, I am getting the eigen values but when I give the load as forced induced loading, it is showing the error as stated...
