Hi all
I am in the process of making a calculation note for a customer (under Solidworks Simulation Standard), a Galva Steel rack made of mechanically welded assembly intended to receive ventilation ducts.
I applied all the required loads, namely the mass of my sheath, its wind resistance and an acceleration of gravity for the seismic loads.
The customer requests that the maximum deflection not exceed 1/300 of the range under loads and overload.
Solidworks gives me the maximum displacement in mm, the problem is that the span is not the same between spars, crossbars, legs, crosses, etc....
So my question is to know if the software is able to give me the points where the deflection exceeds the critical value of 1/300?
Thank you for your help.
Sylvain.