Skip to main content
Composite Section for C.S. Created Edited

Beam Force & Stress Table

Function

  • Construction stage analysis results of composite sections can be checked in a table in the form of Spread Sheet.
  • Table Tool in Gen NX offers a variety of powerful built-in functions. Refer to the following items for detail directions:

 

Usage of Table Tool

Terminology

Familiarize with Usage

Basic directions (Cell motion, selection, size control, etc.)
Data manipulation (Add, delete, modify data, etc.)
Copy/Paste data using clipboard

Supplementary Table functions

Table Sorting
Table format setting
Auto-fit column width
Graph printing

Supplementary functions by Table types

Node/Element Table
Results Table

 

Call

From the Main Menu select Results > Analysis Result > Table > Result  > Composite Section for C.S. > Beam Force & Stress Table

From the Main Menu select Results > Analysis Result > Table > Result  > Composite Section for C.S. > Beam Force Table

From the Main Menu select Results > Analysis Result > Table > Result  > Composite Section for C.S. > Beam Stress Table

 

Input

(Refer to "Construction Stage Analysis Control")
Refer to Usage of Table Tool and check the following data

 

Beam Force

Elem : Element number

Load : Unit load case/combination

Stage : Construction stage

Step : Sub-stage

Section Part : Part Number in composite section

Part : Output position along the length of each element

Axial : Axial force

Moment-y : Bending moment about the element's local y-axis

Moment-z : Bending moment about the element's local z-axis

Bi-Moment : Bi-moment

T-Moment : Twisting moment

W-Moment : Warping Moment

 

Beam Stress

Elem : Element number

Load : Unit load case/combination

Stage : Construction stage

Step : Sub-stage

Section Part : Part Number in composite section

Part : Output position along the length of each element

Axial : Axial stress

Bend(+y) : Bending stress due to moment about the element's local y-axis

Bend(-y) : Bending stress due to moment about the element's local y-axis

Bend(+z) : Bending stress due to moment about the element's local z-axis

Bend(-z) : Bending stress due to moment about the element's local z-axis

Cb(min/max) : Max. combined stress among the absolute values of Cb1, Cb2, Cb3 and Cb4

Cb1(-y+z) : Axial + Bend(-y) + Bend(+z)

Cb2(+y+z) : Axial + Bend(+y) + Bend(+z)

Cb3(+y-z) : Axial + Bend(+y) + Bend(-z)

Cb4(-y-z) : Axial + Bend(-y) + Bend(-z)

 

Beam Stress(7th DOF)

Part : Output position along the length of each element

Section Position : Warping stress position among Pos-1, 2, 3, 4 and max

Sax(Warping) : Warping Normal Stress

Ssy(Mt) : Shear Stress due to Twisting Moment (τxy)

Ssy(Mw) : Shear Stress due to Warping Moment (τxy)

Ssz(Mt) : Shear Stress due to Twisting Moment (τxz)

Ssz(Mw) : Shear Stress due to Warping Moment (τxz)

Cb(Ssy) : Shear Stress due to “Transverse + Twisting Moment + Warping Moment”(τxy)

Cb(Ssz) : Shear Stress due to “Transverse + Twisting Moment + Warping Moment” (τxz)

0
Was this article helpful?