frameingineering2014
Structural
- Oct 30, 2014
- 11
thread507-276770
Please, can you again use load combination 5 and 7 to determine the seismic bearing capacity soil under the footing? Do u have to define the load case as a nonlinear load cases? Or perhaps there are other methods.
Regards.
Please, can you again use load combination 5 and 7 to determine the seismic bearing capacity soil under the footing? Do u have to define the load case as a nonlinear load cases? Or perhaps there are other methods.
Regards.