1452.d deck final_rev (1).stdin this attached file i have modelled everything but due to some reason in the post processing mode i get too much deflection for every load case. Is there a way i can somehow resolve this issue and get a decent deflection value instead of such a huge value?
The maximum displacements of the structure is 49 mm. What value due you expect? Or you are getting some other value? If yes, please illustrate it with a screenshot.