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?
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...