Biaxial Load Eccentricities in Cross-Section
Exponent a for Equation 5.39
D Interaction Diagram
Simplified Distribution of Moment Interaction According to Equation 5.39
Biaxial Load Eccentricities in Cross-Section
Exponent a for Equation 5.39
D Interaction Diagram
Simplified Distribution of Moment Interaction According to Equation 5.39
2024-05-30
008899
  • RFEM 5
  • RF-CONCRETE Columns 5
  • EC2 for RFEM 5
    • RSTAB 8
    • CONCRETE Columns 8
    • EC2 for RSTAB 8
    • Concrete Structures
    • Bridges
    • Process Manufacturing Plants
    • Eurocode 2

Biaxial Load Eccentricities in Cross-Section

Used in
  • Designing Reinforced Concrete Compression Elements Subjected to Biaxial Bending with the Nominal Curvature Method
Share
2024-05-30
008900
  • RFEM 5
  • RF-CONCRETE Columns 5
  • EC2 for RFEM 5
    • RSTAB 8
    • CONCRETE Columns 8
    • EC2 for RSTAB 8
    • Concrete Structures
    • Bridges
    • Process Manufacturing Plants
    • Eurocode 2
Exponent a for Equation 5.39
Used in
  • Designing Reinforced Concrete Compression Elements Subjected to Biaxial Bending with the Nominal Curvature Method
Share
2024-05-30
008901
  • RFEM 5
  • RF-CONCRETE Columns 5
  • EC2 for RFEM 5
    • RSTAB 8
    • CONCRETE Columns 8
    • EC2 for RSTAB 8
    • Concrete Structures
    • Bridges
    • Process Manufacturing Plants
    • Eurocode 2
D Interaction Diagram
Used in
  • Designing Reinforced Concrete Compression Elements Subjected to Biaxial Bending with the Nominal Curvature Method
Share
2024-05-30
008902
  • RFEM 5
  • RF-CONCRETE Columns 5
  • EC2 for RFEM 5
    • RSTAB 8
    • CONCRETE Columns 8
    • EC2 for RSTAB 8
    • Concrete Structures
    • Bridges
    • Process Manufacturing Plants
    • Eurocode 2
Simplified Distribution of Moment Interaction According to Equation 5.39
Used in
  • Designing Reinforced Concrete Compression Elements Subjected to Biaxial Bending with the Nominal Curvature Method
Share