## Function

- 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:

## Call

From the main menu, select **[Results] tab > [Type : Analysis result] > [Table] group > [Result Tables] > ****[Axisymmetric] > [Force&Stress]**

From the main menu, select **[Results] tab > [Type : Analysis result] > [Table] group > [Result Tables] > ****[Axisymmetric] > [Force(Local)]**

From the main menu, select **[Results] tab > [Type : Analysis result] > [Table] group > [Result Tables] > ****[Axisymmetric] > [Force(Global)]**

From the main menu, select **[Results] tab > [Type : Analysis result] > [Table] group > [Result Tables] > ****[Axisymmetric] > [Stress(Local)]**

From the main menu, select **[Results] tab > [Type : Analysis result] > [Table] group > [Result Tables] > ****[Axisymmetric] > [Stress(Global)]**

## Input

When you execute the Axisymmetric > Force & Stress Table function, the Records Activation Dialog will be displayed. Here, you can select the target nodes, elements, load conditions, construction stages, and more. After making the selections, click the **OK** button to generate the table. If you click **Cancel**, the table will be generated for all targets, which may take a significant amount of time depending on the case.

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:

**1. 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

**2. 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

The calculation methods for principal stresses, von Mises stresses, and maximum shear stresses vary depending on the load combination types, and you can refer to the information provided in the "Combinations" section.

**3. Axisymmetric Stress(Global)**

**Elem** : Element number

**Load** : Unit load case/combination

**Stage** : Construction stage

**Step** : Sub-stage

**Node** : Node number

**Part** : The upper surface of a plate element in the element coordinate system is referred to as "Top." The lower surface is referred to as "Bot."

**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

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.

The calculation methods for principal stresses, von Mises stresses, and maximum shear stresses vary depending on the load combination types, and you can refer to the information provided in the "Combinations" section.