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combined seismic load with creep load

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Hi
   Is anyone done foundation on piers on hillside
   with creep load for example 5.0 kip per pier
   if so., do you consider combining the creep load
 with the seismic  load or wind load, or what the load
 comination do you consider, come on someone  has done that before
 i need an answer


Thanks


  Dave Anderson P.E.