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non-conventional silo or bunker

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joanrizu

Structural
Aug 5, 2003
18
CO
Owners of a grains factory have suggested me to approve the design of this type of silo or better "bunker", annexed diagram and photo.
120x60x2.5 mm HSS steel columns each about 1 m, 1 m embedded in the ground, ring beams every 2.50 mm HSS 120x60x2.5 my tensioning rods in 1 / 2 " at each level, joinning all the columns and diagonal in each corner.
Material to contain wheat with density 800 kg/m3.
4mm surface mesh container and sheeting c/15x15 enclosure. I performed a preliminary analysis but with seismic load this silo doesn't work well.
Does somebody know about thes kind of silo?
6169312285_1b1dbe8b9e_m.jpg
,
6169847736_afbf3ea77a_m.jpg
 
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1. Where is/are the discharge hopper(s)?
2. What boundary conditions did you give at the base of the columns?
3. Have you considered the side panels acting as shear walls?
 
There is no hopper for download, there is a grain conveyor auger type under the floor.
The columns were modeled fixed at the base.
I believe that the side panels should have better bracing
 
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