cc9af114-81c7-455e-a567-1b7102c8a95a 64 Jose Carlo Mendoza 4 5 false false 0 0 decimal

Расчёт балки на двух опорах

FEBeam Analysis Sample 2

Sample Step by Step Process:

1.) Initialize Model

This function will reset and initialize the Finite Element Model. There is only one finite element model created.

 1

2.) Add Material

 1

3.) Add Beam

 1 1

4.) Add Support/Boundary Conditions

Support:

 1 1

Vertical Spring:

 1 1

Rotational Spring:

 1 1

Specified Deflection/Rotation:

 1 1 1

5.) Add Support/Boundary Conditions

Add Point Loads

Load Case 1

 1 1

Load Case 2

 1 1

Add Uniform Loads

Load Case 1

 1

Load Case 2

 1

6.) Solve

 Total Number of Elements: 401; Total Number of DOF's: 804;

7.) Plot Diagrams

 Diagram Units set to Imperial_Units_2.

Note: Diagram Units can be set to:
1. "Imperial_Units_1"
2. "Imperial_Units_2"
3. "SI_Units_1"
4. "SI_Units_2"

For Load Case 1:

 1 LoadCase1 A_GetLoadDiagramByLoadCase 1 A_GetInternalShearDiagram 1 A_GetInternalMomentDiagram 1 A_GetSlopeDiagram 1 A_GetDisplacementDiagram

For Load Case 2:

 1 LoadCase2 A_GetLoadDiagramByLoadCase 1 A_GetInternalShearDiagram 1 A_GetInternalMomentDiagram 1 A_GetSlopeDiagram 1 A_GetDisplacementDiagram

For Load Case 1 & 2:

 1 LoadCase1+LoadCase2 A_GetLoadDiagramByLoadCase 1 A_GetInternalShearDiagram 1 A_GetInternalMomentDiagram 1 A_GetSlopeDiagram 1 A_GetDisplacementDiagram