sauce_man
Structural
- Apr 14, 2020
- 28
Hi,
I have some mat foundation models that I am using SAFE to analyze and design. Loads are exported from ETABS and include X, Y and Z components.
I am trying to do a sliding check, and for that I have removed the subgrade spring from the model and I put pins at each of the mat four corners. SAFE exports the horizontal reactions as zero even though these load components are applied to the mat. Z components are included in the export. Can anyone provide insight on why I might not be seeing horizontal reactions?
I have some mat foundation models that I am using SAFE to analyze and design. Loads are exported from ETABS and include X, Y and Z components.
I am trying to do a sliding check, and for that I have removed the subgrade spring from the model and I put pins at each of the mat four corners. SAFE exports the horizontal reactions as zero even though these load components are applied to the mat. Z components are included in the export. Can anyone provide insight on why I might not be seeing horizontal reactions?