I've recently started learning RFEM and am having difficulty with seismic design.On my model, comparable Lateral Force is more than Modal Base Shear. I want to raise modal base shear so that it equals the comparable lateral force. I altered the scale factor, but the equivalent force and modal base shear rose simultaneously.Can somebody tell me how to scale only modal base shear using a scale factor or any other method? I can email you my model if you want to view it and help me.
Ankündigung
Einklappen
Keine Ankündigung bisher.
Seismic Design
Einklappen
X
Kommentar