Seismosoft | Earthquake Engineering Solutions

Hi! During the modelling process some problems arosed:
How to create slabs and walls?
and what about spreaded load, can I create it?

Hi,

- the in-plane effect of slabs can be modelled through the employment of diaphragm constraints or horizontal braces. The out-of-plane response of slabs cannot currently be modelled

- structural walls can be modelled through the approach described on other posts in this Forum (see also some of the case-studies considered in the Verification report)

- slab loads cannot currently be explicitely modelled

Seismosoft Support

Thanks for your answer[:)]