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Steel Bin Retaining Walls

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GarthJ

Structural
Dec 7, 2006
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I would appreciate it if anyone could recommend references (books/articles) for the design of steel bin crib walls.

Also, please see the attached picture. It shows the buckled flange of a Type II bin wall vertical connector. Has anyone seen this sort of thing before? I'm not sure of the height of the wall but I believe it's more than 8 M. I would appreciate any comments.
 
 http://files.engineering.com/getfile.aspx?folder=b989aac2-3dfb-4d8b-a992-3a7792c90143&file=13.07.23_Site_Picture_of_buckling_vertical_connector_20130723_131306_(00516736xBEE68).jpg
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While I have not been involved with crib walls, a quick view of a Google search shows numerous crib wall failures and other installations, Frequently for stability and possibly due to the weak bearing capability of that type wall, they generally are built with a lean back that greatly can reduce the horizontal pressures and accordingly reduce the hang-up of material inside the bin. The configure of the metal quite obviously has weak bearing capability.
 
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