Dear sir,
I designed one structure for placing the silo over this, The total weight (include material inside) of each silo is 1280KN and each silo having 4 bracket. So i just divide 1280 by 4 = 320 KN, and applied this load as given load in my analysis. I think Wind load is not necessary because this structure is coming inside closed shed (2 opening of size 6mx6m only for machine movement). However i applied windload for safety.
I want to know whether this calculation is correct or not. If you found mistake please correct and send me the std file back. Thanking you.[View:/cfs-file/__key/communityserver-discussions-components-files/5932/silo-rak-ceramics-4m-_2D00_-rev-02.std:940:0]