Hello,
I would just like to make a query regarding the most effective way of modelling the dynamic loads exerted by a machinery to a block foundation. As per vendor data, the dynamic loads are at a certain location which are not in the top face of the foundation. In order to correctly get the dynamic response, am i going to use a dummy member such that one end of that member will constitute the location of the dynamic loading and one end will be the location (i.e. anchor bolts and concrete contact point) where the machine transfer the dynamic load to the top face of the foundation.
Thanks in advance.
