Layer Structure with Stiffness and Strength Properties for Stora Enso CLT 100 C5s
Equivalent Member Design According to EN-1995-1-1, Chapter 6.3.2
Axial Force Distribution of Result Beam and Determination of Effective Width
Correction of Cross-Section Area via Effective Length
Design in RF-TIMBER Pro
Layer Structure with Stiffness and Strength Properties for Stora Enso CLT 100 C5s
Equivalent Member Design According to EN-1995-1-1, Chapter 6.3.2
Axial Force Distribution of Result Beam and Determination of Effective Width
Correction of Cross-Section Area via Effective Length
Design in RF-TIMBER Pro
2024-05-30
009660
  • RFEM 5
  • RF-TIMBER Pro 5
  • RF-STABILITY 5
    • Timber Structures
    • Stability Analysis
    • Eurocode 5

Layer Structure with Stiffness and Strength Properties for Stora Enso CLT 100 C5s

Used in
  • Stability Analysis of Two-Dimensional Structural Components on Example of Cross-Laminated Timber Wall 2
Share
2024-05-30
009661
  • RFEM 5
  • RF-TIMBER Pro 5
  • RF-STABILITY 5
    • Timber Structures
    • Stability Analysis
    • Eurocode 5
Equivalent Member Design According to EN-1995-1-1, Chapter 6.3.2
Used in
  • Stability Analysis of Two-Dimensional Structural Components on Example of Cross-Laminated Timber Wall 2
Share
2024-05-30
009662
  • RFEM 5
  • RF-TIMBER Pro 5
  • RF-STABILITY 5
    • Timber Structures
    • Stability Analysis
    • Eurocode 5
Axial Force Distribution of Result Beam and Determination of Effective Width
Used in
  • Stability Analysis of Two-Dimensional Structural Components on Example of Cross-Laminated Timber Wall 2
Share
2024-05-30
009663
  • RFEM 5
  • RF-TIMBER Pro 5
  • RF-STABILITY 5
    • Timber Structures
    • Stability Analysis
    • Eurocode 5
Correction of Cross-Section Area via Effective Length
Used in
  • Stability Analysis of Two-Dimensional Structural Components on Example of Cross-Laminated Timber Wall 2
Share
2024-05-30
009664
  • RFEM 5
  • RF-TIMBER Pro 5
  • RF-STABILITY 5
    • Timber Structures
    • Stability Analysis
    • Eurocode 5
Design in RF-TIMBER Pro
Used in
  • Stability Analysis of Two-Dimensional Structural Components on Example of Cross-Laminated Timber Wall 2
Share