Hi All,
Am new to staad pro and am learning the software with my basic idea.
my question is am making the skid frame with HEB 220 BEAM (Length 9000MM Width2438MM) having a MGM of 16ton with 2.5 load tested (MGMx2.5).
On the load case i have given UDL for load bearing members.
on the analysis i can see the deflection on the beam in global y direction aroung 35mm and local y direction is around 5mm.
my question is which one i need to take as defection for the beam.
Also i have attached the staad file for skid frame.
(Please visit the site to view this file)