I need an expert's help in load combinations and calculations on a steel structure with wind factor taken into consideration.
Find attached photos of a Switch Rack.
Universal columns and C channels used for steel. Sizes are available for self weight.
Weight of boxes installed are available as well.
Wind speed as well.
I need a detailed calculations to prove that the structure is safe and no failures occur. Also about the lifting points of the structure shown when it's lift.
Preferably with an Excel sheet supported by a proof either using Staad pro or Sap2000