Effective Cross-Section Properties Taking into Account Actual Compressive Stress According to Annex E
Increasing Material Factor is not Available when Stability Analysis is Activated
Annex E of EN 1993-1-5 to Determine Effective Cross-Section Properties
Structural System and Loading
Effective Cross-Section Properties Without Considering Actual Compressive Stress
Hinged Column
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Effective Cross-Section Properties Taking into Account Actual Compressive Stress According to Annex E
Increasing Material Factor is not Available when Stability Analysis is Activated
Annex E of EN 1993-1-5 to Determine Effective Cross-Section Properties
Structural System and Loading
Effective Cross-Section Properties Without Considering Actual Compressive Stress
Hinged Column
2024-05-30
015168
  • RFEM 5
  • RF-STEEL EC3 5
  • RSTAB 8
    • STEEL EC3 8
    • Steel Structures
    • Structural Analysis & Design
    • Eurocode 3

Effective Cross-Section Properties Taking into Account Actual Compressive Stress According to Annex E

Used in
  • Determination of Effective Widths According to EN 1993-1-5, Annex E
Share
2024-05-30
015164
  • RFEM 5
  • RF-STEEL EC3 5
  • RSTAB 8
    • STEEL EC3 8
    • Steel Structures
    • Process Manufacturing Plants
    • Stairway Structures
    • Structural Analysis & Design
    • Eurocode 3
Increasing Material Factor is not Available when Stability Analysis is Activated
Used in
  • Determination of Effective Widths According to EN 1993-1-5, Annex E
Share
2024-05-30
015165
  • RFEM 5
  • RF-STEEL EC3 5
  • RSTAB 8
    • STEEL EC3 8
    • Steel Structures
    • Process Manufacturing Plants
    • Stairway Structures
    • Structural Analysis & Design
    • Eurocode 3
Annex E of EN 1993-1-5 to Determine Effective Cross-Section Properties
Used in
  • Determination of Effective Widths According to EN 1993-1-5, Annex E
Share
2024-05-30
015166
  • RFEM 5
  • RF-STEEL EC3 5
  • RSTAB 8
    • STEEL EC3 8
    • Steel Structures
    • Structural Analysis & Design
    • Eurocode 3
Structural System and Loading
Used in
  • Determination of Effective Widths According to EN 1993-1-5, Annex E
Share
2024-05-30
015167
  • RFEM 5
  • RF-STEEL EC3 5
  • RSTAB 8
    • STEEL EC3 8
    • Steel Structures
    • Structural Analysis & Design
    • Eurocode 3
Effective Cross-Section Properties Without Considering Actual Compressive Stress
Used in
  • Determination of Effective Widths According to EN 1993-1-5, Annex E
Share
2024-05-30
015169
  • RFEM 5
  • RF-STEEL EC3 5
  • Steel Structures
    • Structural Analysis & Design
    • Eurocode 3
Hinged Column
Used in
  • Determination of Effective Widths According to EN 1993-1-5, Annex E
3D Model
More About 3D Model
  • Local Buckling Effect on Hinged Columns
Specifications
Number of Nodes 2
Number of Lines 1
Number of Members 1
Number of Load Cases 1
Total Weight 0.349 t
Dimensions (Metric) 0.807 x 0.807 x 6.807 m
Dimensions (Imperial) 2.65 x 2.65 x 22.33 feet
Program Version 5.25.01
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