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design of Wall Footing for certain differential settlement 1

Thread starter 11782
Start date May 5, 2010

Status: Not open for further replies.

May 5, 2010

11782

Structural

I am designing a wall footing with a pedestal for 0.5" differential settlement over 25 feel length of the wall. I am asked to consider full fixity beyond design points. Can anyone guide me? I wanted to know how do you design for fixed end moment in longitudinal direction.There is a vertical load too.