Dimensions of End Plate
Surface Thicknesses and Loads
Stress Analysis of End Plate According to von Mises Hypothesis with RF-STEEL Surfaces
Bolt Forces F,t,Ed (Including Contact Forces) for e = 45 mm
Bolt Forces F,t,Ed (Including Contact Forces) for e = 55 mm
Dimensions of End Plate
Surface Thicknesses and Loads
Stress Analysis of End Plate According to von Mises Hypothesis with RF-STEEL Surfaces
Bolt Forces F,t,Ed (Including Contact Forces) for e = 45 mm
Bolt Forces F,t,Ed (Including Contact Forces) for e = 55 mm
2024-05-30
008880
  • RFEM 5
  • RF-MAT NL 5
  • RF-STEEL 5
    • Steel Structures
    • Finite Element Analysis
    • Steel Connections
    • Eurocode 3

Dimensions of End Plate

Used in
  • Design of End Plate Connection of Hollow Sections Under Tension According to CIDECT Method and Using FEA Model
Share
2024-05-30
008881
  • RFEM 5
  • RF-MAT NL 5
  • RF-STEEL 5
    • Steel Structures
    • Finite Element Analysis
    • Steel Connections
    • Eurocode 3
Surface Thicknesses and Loads
Used in
  • Design of End Plate Connection of Hollow Sections Under Tension According to CIDECT Method and Using FEA Model
Share
2024-05-30
008882
  • RFEM 5
  • RF-MAT NL 5
  • RF-STEEL 5
    • Steel Structures
    • Finite Element Analysis
    • Steel Connections
    • Eurocode 3
Stress Analysis of End Plate According to von Mises Hypothesis with RF-STEEL Surfaces
Used in
  • Design of End Plate Connection of Hollow Sections Under Tension According to CIDECT Method and Using FEA Model
Share
2024-05-30
008883
  • RFEM 5
  • RF-MAT NL 5
  • RF-STEEL 5
    • Steel Structures
    • Finite Element Analysis
    • Steel Connections
    • Eurocode 3
Bolt Forces F,t,Ed (Including Contact Forces) for e = 45 mm
Used in
  • Design of End Plate Connection of Hollow Sections Under Tension According to CIDECT Method and Using FEA Model
Share
2024-05-30
008884
  • RFEM 5
  • RF-MAT NL 5
  • RF-STEEL 5
    • Steel Structures
    • Finite Element Analysis
    • Steel Connections
    • Eurocode 3
Bolt Forces F,t,Ed (Including Contact Forces) for e = 55 mm
Used in
  • Design of End Plate Connection of Hollow Sections Under Tension According to CIDECT Method and Using FEA Model
Share