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Thanks Jed However what I am looking for is how a circular reservoir actually resists these loads that are applied to the face of it. I am using an active pressure as the top of the reservoir wall can move. What I am saying is the circular wall should more efficently disrtibute the loads...

I am in the stages of designing a water reservoir. With static backfill pressures how do I find the vertical, horizontal bending moments and shears in the concrete wall?The reservoir is not being stressed. The wall in effect will act as a retaining wall and will be full fixed into the...

I am in the stages of designing a water reservoir. With static backfill pressures how do I find the vertical, horizontal bending moments and shears in the concrete wall?The reservoir is not being stressed. The wall in effect will act as a retaining wall and will be full fixed into the...