connect2
Structural
- Dec 24, 2003
- 306
A system of elevated bins, granular material, on a steel support structure. Steel columns, bracing etc., on reinforced concrete spread footings. It's been mentioned to me that the foundations needn't be sized for full live load (product)as the probability of all bins being full is low. Anybody come across this, know where a live load reduction for this situation might be referenced? Thanks.