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CEP Ltd

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Mr. Greg Parris, M.ASCE

CEP Ltd

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RE: Wall tilting due to clinker weight

Posted By Greg Parris 11-28-2017 11:26 AM
Found In Egroup: Horizontal/Subsurface Infrastructure & Transportation \ view thread
The deflected shape does not appear to resemble that of a cantilever in flexure laterally loaded from the clinker. The concrete columns are taller than the wall and since they are unbraced (out of plane) these too should have a cantilever deflected shape. Based on your photograph, the curvature/deflected ...