todd2ny
Civil/Environmental
- Feb 4, 2008
- 28
I am trying to analyze a siesmic soil load on a tank wall. The load distribution will be an inverted triangle. The PCA tables cover only std triangular load dist with the highest load at the bottom of the wall. Does anyone know of a pub that has load coefficients for an inverted triangle?
Thanks for the help,
T.
Thanks for the help,
T.