Force & Stress Table

Check the internal forces and stresses of solid 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 > Solid > Force & Stress.

From the Main Menu select Results > Result Tables > Solid > Force (Local).

From the Main Menu select Results > Result Tables > Solid > Force (Global).

From the Main Menu select Results > Result Tables > Solid > Stress (Local).

From the Main Menu select Results > Result Tables > Solid > Stress (Global).

Refer to "Solid Stresses"

Upon executing the Solid > Force & Stress Table function, Records Activation Dialog prompts. Click 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:

Solid 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

Solid 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-yz: Shear stress in the element's local y-z plane

Sig-xz: Shear stress in the element's local 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

Solid 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-XY: Shear stress in GCS X-Y plane

Sig-YZ: Shear stress in GCS Y-Z plane

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.