Beam Properties: Beam
Description
Used for the definition of beam properties.
Common Toolbar
See Properties: Common Controls.
Material Tab
Nonlinear Tab
Use Moment vs Curvature Tables
If set, moment vs curvature tables can be independently assigned to plane 1 and plane 2 of the beam. The stress vs strain table then becomes an axial stress vs strain table, meaning that the stress vs strain table does not affect the bending behaviour, only the axial behaviour. The three tables act independently of each other.
Moment vs Curvature Table Plane 1 / 2
Moment vs Curvature tables to control the moment capacity of the section, about the two principal axes of the beam.
Common
Damping Tab
- Damping Ratio (NFA)
- Viscous Damping
- Rayleigh Damping
- Frequency 1 / 2
- Damping Ratio 1 / 2
- Alpha / Beta
Tables Tab
- Modulus/Stiffness vs Temperature
- Thermal Expansion vs Temperature
- Conductivity vs Temperature
- Specific Heat vs Temperature
- Modulus/Stiffness vs Time
- Conductivity vs Time
Shape Tab
See Properties: Beam Cross Section Shape.
Properties Tab
See Also