Highrise building (G+40) with shearwalls takes a lot of time to analyze in STAAD CONNECT Series comes triangular factorization no matter how I space the mesh! Is there a solution?
Hello,
Run time depends on a lot of points like number of beams, plates, load case and combinations etc. Also, if you have requested for a p-delta analysis it may take higher time. On the other hand the system configuration plays a vital role in run time too. If you can share the model with us we can investigate and let you know if there is a way to reduce run time.