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Hello,
Three questions
1)
I am trying to model cracked section properties, however I do not completely understand how to modify the coefficients of stiffness to model accurately. When I do modify these values, I seem to get incoherent results.
Could someone please explain how to modify these? (see attached screenshot)
I am trying to model concrete section with 60% membrane and flexural stiffness.
2)
What is the recommended meshing method for a cylindrical tank.
3)
I am trying to use planar load on 3p contour, and keep getting a message that says "Contour creation error" (see attached pic). What does this message mean and how do I correctly apply this pressure?
Thank you for the help in advance!
Alex
Solved! Go to Solution.
