Seismosoft | Earthquake Engineering Solutions

I am trying to do a pushover analysis on a 2 bay 2 storey frame and an error comes out saying 'cannot apply the entire permanent load'

Dear Seismosoft,

I was wondering how i can define the modulus of Elasticity for the concrete material without depending on the compressive strength.

I was wondering if i can use the infill panel model already existed in seismostruct to model an infill panel with the frame to be made of timber, if i adjust the parameters required.