Reply To: Transient vs static analysis

[TAOUFIK]

i would first to thank your for your reply ,

In fact, i have applied the moving load on the named selection "noeuds hourdis" that contains 2240 nodes using different values of end time and time increment, but results of deformation of the deck were very lower (0.002m) than those of the statical analysis (3.44m)

So i think that the force is not correctly applied on the different nodes !

Please could you explain how to set these parameters in this case