Hi,
I have a simple mat foundation model to which I have applied several loadcases with column reaction forces defined. These appear to be correctly defined as I can see them in the geometry window and they are listed in the load description correctly. The loads have been included in combinations and are listed in the 'Job setup'. However, when I solve the model and look at the calculation sheet, the loads are not fully listed in the tables.
How can I tell that the loads are correctly applied; is there a means of verifying the total applied load?
If not, how do I apply the load correctly?
See attached files for info.
PDFOperating.sfa
Thanks in advance.