Force & Stress Table
Check the internal forces and stresses of axisymmetric elements from the analysis results in a spreadsheet format table.
Table Tool in midas Civil offers a variety of powerful built-in functions. Refer to Usage of Table Tool for detail directions:
From the Main Menu select Results > Result Tables > Axisymmetric > Force & Stress.
From the Main Menu select Results > Result Tables > Axisymmetric > Force (Local).
From the Main Menu select Results > Result Tables > Axisymmetric > Force (Global).
From the Main Menu select Results > Result Tables > Axisymmetric > Stress (Local).
From the Main Menu select Results > Result Tables > Axisymmetric > Stress (Global).
Refer to "Axisymmetric Stresses"
Upon executing the Axisymmetric > Force & Stress Table function, Records Activation Dialog prompts. Click .jpg){kind=small}
after selecting the output entities such as nodes or elements, loading conditions, construction stages, etc.
Note
Refer to Results Table of "Usage of Table Tool" for the usage of Records Activation Dialog.
Refer to Usage of Table Tool and check the following data:
Axisymmetric Force (Local/Global)
Elem: Element number
Load: Unit load case/combination
Stage: Construction stage
Step: Sub-stage
Node: Node number
Fx: Element's internal force in the element's local x-direction
Fy: Element's internal force in the element's local y-direction
Fz: Element's internal force in the element's local z-direction
FX: Element's internal force in GCS X-direction
FY: Element's internal force in GCS Y-direction
FZ: Element's internal force in GCS Z-direction
Axisymmetric Stress (Local)
Elem: Element number
Load: Unit load case/combination
Stage: Construction stage
Step: Sub-stage
Node: Node number
Sig-xx: Axial stress in the element's local x-direction
Sig-yy: Axial stress in the element's local y-direction
Sig-zz: Axial stress in the element's local z-direction
Sig-xy: Shear stress in the element's local x-y plane
Sig-P1: Principal stress in the 1st principal axis direction
Sig-P2: Principal stress in the 2nd principal axis direction
Sig-P3: Principal stress in the 3rd principal axis direction
Max-Shear: Maximum shear stress
Sig-EFF: Effective stress (von-Mises Stress)
Sig-OCT: Octahedral Shear Stress
Axisymmetric Stress (Global)
Elem: Element number
Load: Unit load case/combination
Stage: Construction stage
Step: Sub-stage
Node: Node number
Sig-XX: Axial stress in GCS X-direction
Sig-YY: Axial stress in GCS Y-direction
Sig-ZZ: Axial stress in GCS Z-direction
Sig-XZ: Shear stress in GCS X-Z plane
Sig-P1: Principal stress in the 1st principal axis direction
Sig-P2: Principal stress in the 2nd principal axis direction
Sig-P3: Principal stress in the 3rd principal axis direction
Max-Shear: Maximum shear stress
Sig-EFF: Effective stress (von-Mises Stress)
Sig-OCT: Octahedral Shear Stress
Note
The Stage and Step columns in the Analysis Result Table are produced for a construction stage analysis or Hydration Heat Analysis. The Step column is produced also for a geometric nonlinear analysis.