Dear all,
I need to model a circular foundation with 19m of diameter suported by 32 piles. I don't need to model the piles, only their effect. I used restraints (pinned) in the position of the piles.
Is this correct?
Is there other/best way to do it?
Thank you in advance for your answers.
Hello,
I'm trying to visualize the stress in the soil due to the action of a shallow foundation, but I only know how to see the stress in the bottom of the slab.
How can I see the soil stress?
Thank you.
Hello,
I'm trying to simulate a slab foundation on SAP2000, but I have a question about the use of springs to simulate the behavior of the soil.
The program asks for spring stiffness per unit area. But I have my spring stiffness in m3. It’s correct to put this last value in m3? Because, if I...