Thanks for everything.
Another question, it is pretty easy to plot the stress, but I don't know how to get the displacement and the deformations, could you help me ? thanks
I have another question : as you an see on the attached picture, I would like to put some weight only on one part of a beam. I am currently using distributed loads , in the table :
for 0 (% of the beam) -> 1700N
for 0,5 -> 1700
for 0,50001 -> 0
for 1 -> 0
the thing is that I want a load...
First Steeliestfire55, thanks for everything it really helps me.
Material is A36 steel, thickness is 5 mil bending / 5 mil membrane.
I displayed the maximum von mises stress on the picture.
I have been doing a test on a simple case, and the stress actually spread into the side wall, I just...
thanks for the explaination.
I think I have an issue of connection between my roof shell element and the side walls shell elements. I have a high stress concentatrion on the edge between theses shell elements, located on the roof, And it is only loaded by his own weight. Units are newton and...
Thanks for everything, it really helped me ! I also took care of the insertions points.
my next question is that I have some superimpostion where one part of the frame meets another one, is it really a problem ? It looks like it is a bit complicated to make a clean connection between beams...
Hello,
I am currently doing an internship, where I am asked to used SAP2000 V16 to make a simple container, put some loads and get results.
I am not really getting on how the connection between frame and shell elements are made. I have been searching on the web, readng manuals and CSI...
