Hi there
I have a question regarding the pseudo static analysis. As per the Plaxis's explanations below, it seems equivalent internal forces by the pseudo static analysis apply to the whole mesh. Does this mean that this applies to all elements (soils, plates, embedded beam and etc) that have weight in the model?
Hi Sang,Yes, it is applied for whole model.For water pressure in Pseudo static, you may also refer to this article below:communities.bentley.com/.../how-does-plaxis-deal-with-water-pressures-during-dynamic-calculations