11-08-2010, 06:11 PM
Pole Foundation Analysis
POLE FOUNDATION ANALYSIS
- For Free-Top Rigid Round Piers Using PCA/Czerniak Method Subjected Vertical Load, Horizontal Load, and/or Moment
- For Free-Top Round Piers Using UBC Method Subjected Vertical Load, Horizontal Load, and/or Moment
- For Free-Top Round Piers Using OAAA Method Subjected Vertical Load, Horizontal Load, and/or Moment
- For Free-Top Round Piers Embedded in Granular Soil Using USS/Teng Method Subjected Vertical Load, Horizontal Load, and/or Moment
- For Free-Top Rigid Round Piers Embedded in Cohesive Soil Using USS/Teng Method Subjected Vertical Load, Horizontal Load, and/or Moment
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stone age was not finished due to lack of stones. . . . . .tEChNOlOGY Changed