When faced with a complex model and having defined the dead load as surface load, the aim is to establish the combination of masses necessary for a seismic calculation in STATIK, without the need of having to enter all the data again simultaneously. What would be the most optimal procedure to follow?
If when defining the surface load we check the option “only gravity loads”, the program will allow us to use it as mass distribution:
This will be possible as long as the loads are vertical in the gravity direction, as indicated in the manual:
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