Timber Beam
  • 3D Viewer
  • 3D Viewer | Babylon
  • Virtual Reality
New Effective Length via Data Tab of Navigator
New Effective Length via the Member Window
Intermediate Nodal Supports Without Eccentricity
Timber Design Results (1)
Intermediate Nodal Supports with Eccentricity
Timber Design Results (2)
Timber Beam
New Effective Length via Data Tab of Navigator
New Effective Length via the Member Window
Intermediate Nodal Supports Without Eccentricity
Timber Design Results (1)
Intermediate Nodal Supports with Eccentricity
Timber Design Results (2)
2024-05-30
040675
  • RFEM 6
  • Timber Structures

Timber Beam

Used in
  • Assigning Eccentricity to Nodal Supports for Stability Analysis of Members
3D Model
More About 3D Model
  • KB 001846 | Timber Beam
Specifications
Number of Nodes 4
Number of Lines 1
Number of Members 1
Number of Surfaces 0
Number of Solids 0
Number of Load Cases 1
Number of Load Combinations 1
Number of Result Combinations 0
Total Weight 1.693 tons
Dimensions (Metric) 18.000 x 0.000 x 0.000 m
Dimensions (Imperial) 59.06 x 0 x 0 feet
Share
2024-05-30
040677
  • RFEM 6
  • Timber Structures
New Effective Length via Data Tab of Navigator
Used in
  • Assigning Eccentricity to Nodal Supports for Stability Analysis of Members
Share
2024-05-30
040685
  • RFEM 6
New Effective Length via the Member Window
Used in
  • Assigning Eccentricity to Nodal Supports for Stability Analysis of Members
Share
2024-05-30
040689
  • RFEM 6
Intermediate Nodal Supports Without Eccentricity
Used in
  • Assigning Eccentricity to Nodal Supports for Stability Analysis of Members
Share
2024-05-30
040693
  • RFEM 6
Timber Design Results (1)
  • Timber design
  • Timber beam
  • Timber member
Used in
  • Assigning Eccentricity to Nodal Supports for Stability Analysis of Members
Share
2024-05-30
040696
  • RFEM 6
Intermediate Nodal Supports with Eccentricity
Used in
  • Assigning Eccentricity to Nodal Supports for Stability Analysis of Members
Share
2024-05-30
040698
  • RFEM 6
Timber Design Results (2)
Used in
  • Assigning Eccentricity to Nodal Supports for Stability Analysis of Members
Share