Seismosoft | Earthquake Engineering Solutions

Dear Seismosoft Support,

thanks for having a look at my model, I`ve sent it to you by e-mail now.

Martin

<t>Thanks for your reply, Ricardo, but neither the help files or forum threads has helped me, except I read that pretension could be modeled by permanent load (a rather cumbersome way of applying it, since you cannot apply load in the direction of the cable, only as x,y,z components).<br/>
<br/>
I ...

<t>Hi! I`m analyzing a cable-stayed bridge during earthquake excitation. When I just try to apply gravity in a static analysis, the message "Unable to apply the entire permanent load" appears. I suspect something is wrong with the stay-cables, so my questions are:<br/>
<br/>
1) How would you suggest ...