Chen1
Geotechnical
- Jun 29, 2013
- 108
I am modeling an underground excavation, i delete elements to represent the excavated area, then i study the stress distribution on some locations in the model called pillars.
the stress distribution is reasonable, however when i check the RF it is zero. i do not understand why the reaction force is zero?
I need to calculate the total load on the pillar, so in need to take sum of nodal RF.
Thanks.
the stress distribution is reasonable, however when i check the RF it is zero. i do not understand why the reaction force is zero?
I need to calculate the total load on the pillar, so in need to take sum of nodal RF.
Thanks.