We are designing a Steel Cement Silo. The client require us to calculated the loads as per the Eurocodes. As Eurocodes have specific guidelines for the Silo. Can anyone share a calculation example for the wind load for the silo. I am having some confusion about the End Effect Factors. For reference I am attaching the Excel Spreadsheet. Your input will be highly appreciated.
Loads on Silo Calculation 3500 Metrric Ton.xlsx