Analysis of the negative moments MY' in components for štafety against faiure in technical structures.
  • 3D Viewer
  • 3D Viewer | Babylon
  • Virtual Reality
Failure if MY' Positive
  • 3D Viewer
  • 3D Viewer | Babylon
  • Virtual Reality
Visualization of movement and slippage between components in a structure. Suitable for simulating mechanical connections.
  • 3D Viewer
  • 3D Viewer | Babylon
  • Virtual Reality
Partial Effect: Yielding and Slippage
  • 3D Viewer
  • 3D Viewer | Babylon
  • Virtual Reality
Partial Effect: Spring and Slippage
  • 3D Viewer
  • 3D Viewer | Babylon
  • Virtual Reality
Partial Effect: Tearing from Support Moment
  • 3D Viewer
  • 3D Viewer | Babylon
  • Virtual Reality
Analysis of the negative moments MY' in components for štafety against faiure in technical structures.
Failure if MY' Positive
Visualization of movement and slippage between components in a structure. Suitable for simulating mechanical connections.
Partial Effect: Yielding and Slippage
Partial Effect: Spring and Slippage
Partial Effect: Tearing from Support Moment
2020-07-01
009207
  • RFEM 5
  • RSTAB 8
  • Structural Analysis & Design

Failure if MY' Negative

Analysis of the negative moments MY' in components for štafety against faiure in technical structures.

The display shows a technical analysis where the failure of structural components at negative moment MY' is analyzed. The graphical display illustrates how negative moments can affect the stability of the structure. The focus is on load optimization and the failure safety of the structural components. Negative moments are emphasized as a critical factor in component failure analysis. This knowledge supports optimization in structural design.
  • Moment analysis
  • Negative MY moments
  • Component safety
  • Technical structures
Used in
  • Explanation of Support Nonlinearities on Example | 2.1 Rotation
3D Model
More About 3D Model
  • Cantilever with Concentrated Load
Specifications
Number of Nodes 2
Number of Lines 1
Number of Members 1
Number of Load Cases 1
Number of Load Combinations 1
Total Weight 0,131 t
Dimensions (Metric) 5.058 x 0.117 x 0.117 m
Dimensions (Imperial) 16.59 x 0.38 x 0.38 feet
Program Version 5.24.02
Share
2024-05-30
009208
  • RFEM 5
  • RSTAB 8
  • Structural Analysis & Design
Failure if MY' Positive
Used in
  • Explanation of Support Nonlinearities on Example | 2.1 Rotation
3D Model
More About 3D Model
  • Cantilever with Concentrated Load
Specifications
Number of Nodes 2
Number of Lines 1
Number of Members 1
Number of Load Cases 1
Number of Load Combinations 1
Total Weight 0,131 t
Dimensions (Metric) 5.058 x 0.117 x 0.117 m
Dimensions (Imperial) 16.59 x 0.38 x 0.38 feet
Program Version 5.24.02
Share
2020-07-01
009209
  • RFEM 5
  • RSTAB 8
  • Structural Analysis & Design
Partial Effect: Slippage
Visualization of movement and slippage between components in a structure. Suitable for simulating mechanical connections.

The image shows a technical display of the slippage between connected structural components within a structure. It illustrates the partial moment behavior at the connection, which is important in understanding the movement or slippage between structural components in mechanical structures. This display can be helpful for the evaluation and optimization of mechanical connections in structural projects.
  • Partial effect
  • Slippage
  • Mechanical connection
  • Structural analysis
  • Component movement
Used in
  • Explanation of Support Nonlinearities on Example | 2.1 Rotation
3D Model
More About 3D Model
  • Cantilever with Concentrated Load
Specifications
Number of Nodes 2
Number of Lines 1
Number of Members 1
Number of Load Cases 1
Number of Load Combinations 1
Total Weight 0,131 t
Dimensions (Metric) 5.058 x 0.117 x 0.117 m
Dimensions (Imperial) 16.59 x 0.38 x 0.38 feet
Program Version 5.24.02
Share
2024-05-30
009210
  • RFEM 5
  • RSTAB 8
  • Structural Analysis & Design
Partial Effect: Yielding and Slippage
Used in
  • Explanation of Support Nonlinearities on Example | 2.1 Rotation
3D Model
More About 3D Model
  • Cantilever with Concentrated Load
Specifications
Number of Nodes 2
Number of Lines 1
Number of Members 1
Number of Load Cases 1
Number of Load Combinations 1
Total Weight 0,131 t
Dimensions (Metric) 5.058 x 0.117 x 0.117 m
Dimensions (Imperial) 16.59 x 0.38 x 0.38 feet
Program Version 5.24.02
Share
2024-05-30
009211
  • RFEM 5
  • RSTAB 8
  • Structural Analysis & Design
Partial Effect: Spring and Slippage
Used in
  • Explanation of Support Nonlinearities on Example | 2.1 Rotation
3D Model
More About 3D Model
  • Cantilever with Concentrated Load
Specifications
Number of Nodes 2
Number of Lines 1
Number of Members 1
Number of Load Cases 1
Number of Load Combinations 1
Total Weight 0,131 t
Dimensions (Metric) 5.058 x 0.117 x 0.117 m
Dimensions (Imperial) 16.59 x 0.38 x 0.38 feet
Program Version 5.24.02
Share
2024-05-30
009212
  • RFEM 5
  • RSTAB 8
  • Structural Analysis & Design
Partial Effect: Tearing from Support Moment
Used in
  • Explanation of Support Nonlinearities on Example | 2.1 Rotation
3D Model
More About 3D Model
  • Cantilever with Concentrated Load
Specifications
Number of Nodes 2
Number of Lines 1
Number of Members 1
Number of Load Cases 1
Number of Load Combinations 1
Total Weight 0,131 t
Dimensions (Metric) 5.058 x 0.117 x 0.117 m
Dimensions (Imperial) 16.59 x 0.38 x 0.38 feet
Program Version 5.24.02
Share