Hi Sye,
I have revisited the model to apply some of the changes you have suggested but I have encountered the following problems:
1: It can't define a more than one continuous footing for one node. In the model I have two wall that would joined, such as at the corner of a staircase or a an elevator, therefore a continuous footing would be required to run in two directions starting from one point. An example of this would be node 1.
2: For surface No 33, would the loads from the beam above be fully transferred to the entire wall, seeing that section of the wall below the beam extends beyond the beams length.
3: If my intentions are to use a mat foundation, how best can this be modeled for this type of structure.
I hope to hear from you soon concerning these queries and I am also willing to provide further clarification if the questions are unclear.
Best Regards
