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Foundation wall shear.

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I am looking at designing a foundation / basement wall that will be
 loaded with shear in both the in plane direction (using it as a 
shear wall) and in the out of plane direction (from the soil pressure).
  I can calculate the shear load / stress in both directions, but how do I
resolve these because they could act simultaneously?


Am I thinking of this right, or am I making this too hard?



Thanks,
Mark Miller, P.E.