Downstand Beams, Ribs, T-Beams: Modeling and Determination of Internal Forces
Downstand beams or T-beams are often used in reinforced concrete structures. In contrast to the previous representation and calculation options where, for example, a downstand beam was considered as a fixed support and the determined support reaction was applied to a separate member structure using a T-beam section, the ultimate structural FEA software like RFEM allow you to consider the structure as a whole and thus achieve a more precise analysis.
Advantages of Representation Using Rib Member Type in RFEM
Rigidity or flexibility of a downstand beam is considered. Thus, its influence on the distribution of internal forces and the deformation can be represented.
For the rib in a 3D position, there are two essential parameters. First, there is the integration width that defines the area for the integration of internal forces. For this, , the integration area on each side must not exceed several surfaces. Second, the rib alignment has to be defined. The position data refer to the local axis system of the surface including the rib.
As a cross-section of the rib, it is necessary to define such a cross-section part, which is additionally available on the surface. For the design of a T-beam, the program generates a gross cross-section of the T-beam.
Determination of Internal Forces for Design
Before the design, the internal forces and the relation to the centroid of the T-beam (usually T-section or L-section) are determined. For this, the internal force component of the plate and the rib component are integrated. The internal forces are integrated perpendicular to the rib axis.
For the plate component, the following internal forces result from the integration of the internal forces in surfaces. It is assumed that the local axis systems of the rib and the surface are the same. If these should not be the same, the internal forces must be transformed beforehand to the local axis system of the rib.
The internal forces of the rib component correspond to the internal forces of the member including the rib cross-section. In RFEM, it is possible to display the internal forces without the included surface components for the evaluation of internal forces. You can adjust this in Project Navigator - Display under "Results" -> "Ribs - Effective Contribution on Surface/Member".
The resulting internal forces of the T-beam are obtained, where the internal forces of the plate and rib component refer to the centroid of the T-beam section.
Bending moment of the resulting T-beam can be obtained for a T-section as follows:
My = My,plate + My,rib – eplate ∙ Nplate + erib ∙ Nrib
The program always determines the resulting internal forces of T-beam sections in accordance with the default setting.
Rib in 2D
Basically, it is not purely a two-dimensional problem in the case of T-beams. Users need to be aware that the consideration of ribs in 2D necessarily comes with a simplification. Since the alignment of eccentric elements is not possible in 2D, the centroidal axis of the T-beam section runs in the surface plane. This approach requires additional steps when considering the stiffness of the structure.
In addition to the parameters of the rib in 3D, further parameters of the rib in 2D have to be applied in order to consider the stiffness of the T-beam section. By internally considering the rib in 2D, the superimposing stiffness results in the integration width area b1 and b2. Therefore, the reduction of the surface stiffness in the integration width area is active due to the default setting of the rib parameters. However, users should note that this application leads to the stiffness concentration along the rib axis, which does not thus occur in reality or in the display of the rib in 3D.
Since the eccentricity in 2D cannot be displayed, the influence of the eccentricity on the stiffness, i.e. the additional Steiner components, is considered. For torsional stiffness, the part of the T-beam section and the surface are superimposed. The torsional stiffness activity of the T-beam section can be reduced manually. Generally, it is not possible to specify a reduction factor or a percentage value for the effective torsional stiffness because it would depend on the cross-section geometry.
Therefore, it is better to use the 3D version of RFEM instead of the 2D version to represent the downstand beams.
 Barth, C. & Rustler, W. (2013). Finite Elemente in der Baustatik-Praxis (2nd ed.). Berlin: Beuth.