Features
A bending beam is characterized by transferring loads mainly by shear forces and bending, that is, the loads that act perpendicular to the member axis of the bending beam, see Image 01.
The resulting bending moments in the member cause deformation of the member axis.
In the case of bending, a distinction must be made between the uniaxial and biaxial (double) bending.
Application
Bending beams can be dimensioned both as one-part and as multi-part cross-sections.
Due to the prevailing bending, it is necessary to achieve a high section modulus of a bending beam in order to optimize stresses and deformations and to meet both the ultimate and the serviceability limit state.
Basically, this is achieved by dimensioning as much cross-section area as possible outwards or above and below (for loading from above/below).
For example, a double T‑section is used in steel structures, which is perfectly suited as a bending beam, see Image 02.
In timber and concrete structures, rectangular cross-sections are more common due to the convenience reason.
A typical example of a bending beam in concrete structures is a T‑beam, that is, a downstand beam, in which, depending on the planning and construction method, the supporting slab acts up to a certain width, see Image 03.
Bending Beam in RFEM and RSTAB
With RFEM and RSTAB, Dlubal Software allows you to select any cross-section within the cross-section library, or to define and import them, see FAQ 004290. Als Stabtyp eignet sich typischerweise der standardmäßig voreingestellte Balkenstab, welcher die Merkmale eines Biegeträgers erfüllt.Eine weitere Möglichkeit, beispielsweise zur Modellierung von Plattenbalken bietet der Stabtyp "Rippe".
See Also
- Rib
- T-beam
- Downstand beam
- Upstand Beam
