Download the complete feature list including detailed information of the new features in RSTAB 8.
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The 3D structural frame analysis program RSTAB is the ideal tool for the design of beam, frame, or truss structures consisting of steel, reinforced concrete, timber, aluminum, or other materials.
With RSTAB you can easily and quickly define a structural model and then calculate the internal forces, deformations, and support reactions. For further design, there are various add‑on modules available, considering structural data of specific materials and standards.
RSTAB provides automatic generation of load and result combinations according to Eurocode and other international standards in compliance with the corresponding combination expressions. In a clearly arranged window, you can copy, add, or renumber load cases, for example. Load cases and combinations are specified in Tables 2.1 to 2.6.
The General Data dialog box includes a wide range of standards and the option to create combinations automatically. The following standards are available:
For the European standards (EC), the following National Annexes are available:
In the "Edit Load Cases and Combinations" dialog box, you can create and edit load cases as well as generate action, load and result combinations. It is possible to assign various action types to the individual load cases in accordance with the selected standard. If several loads have been assigned to one action type, they can act simultaneously or alternatively (for example wind from the left or right).
For the combination of actions in the ultimate and the serviceability limit state, you can select various design situations according to the standard (for example ULS (STR/GEO) - permanent/transient, SLS - quasi-permanent, and others). Furthermore, there is the option to integrate imperfections in the combination and to determine load cases that should not be combined with other load cases (for example construction load for roof not combined with snow load).
The "Accidental" design situation automatically considers accidental actions such as earthquake, explosion loads, collisions, and others. When using German standards, you can select the "Accidental - Snow" design situation to consider the North German Plain automatically as well.
There are three options to reduce the number of combinations. The first two procedures are only available for the generation of load combinations but not for result combinations.
The first option allows for automatic analysis of all load case results (internal forces, deformations, etc.) of selected elements. Then, the program will generate only those combinations which include the load cases producing a maximum or minimum. In addition, you can define a maximum number of relevant load cases, or neglect load cases with a very small contribution to the maximum and minimum values.
The second option allows for automatic evaluation of generated temporary or user-defined result combinations. Then, only the governing load combinations are created.
The third option to reduce the number of generated combinations is to classify only selected actions as leading actions.
The actions are automatically superimposed in accordance with combination expressions and then displayed as so-called "action combinations". It is possible to define which action combinations will be eventually used for the generation of load or result combinations. Based on the created action combinations, you can estimate how the combination expressions affect the number of combinations.
The load cases included in load combinations are added together and then calculated in consideration of the corresponding factors (partial safety and combination factors, coefficients regarding consequence classes, and others). The load combinations can be created automatically in compliance with the combination expressions of the standard. It is possible to perform the calculation according to the linear static analysis, second-order analysis or large deformation analysis as well as for postcritical failure. Optionally, you can define whether the internal forces are relative to a deformed or non-deformed structure.
The load cases included in result combinations are calculated first. Then, the results are superimposed by taking into account the corresponding factors. In the result combinations, you can superimpose the results of load cases and load combinations as well as other result combinations. Internal forces are added together by default. However, there is the option of a square addition, which is relevant for dynamic analysis.
In the individual load cases or combinations, there is the option to modify the stiffness of materials, cross-sections, nodal, line and surface supports, as well as member end releases and line hinges for all or the selected members. Furthermore, it is possible to consider initial deformations from other load cases or load combinations.
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Deformations of stadium roof (17.791 members)
Gazebo construction from 6 000 timber members for the Buga exhibition ((C) www.hs-koblenz.de)
Internal forces of steel roof structure
Deformations of industrial towers
Designed framework model of noise protection hangar (C) www.wtm-engineers.de
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements
The structural engineering software for design of frame, beam and truss structures, performing linear and nonlinear calculations of internal forces, deformations, and support reactions
Cross-Section Properties Software
Section properties, stress analysis, and plastic design of open and closed thin-walled cross-sections
Design of steel members according to Eurocode 3
Design of reinforced concrete members and surfaces (plates, walls, planar structures, shells)
Timber design according to Eurocode 5, SIA 265 and/or DIN 1052
Dynamic analysis of natural frequencies and mode shapes of member, surface, and solid models
Dynamic and seismic analysis including time history analysis and multi-modal response spectrum analysis
Module Extension for RF-STEEL EC3
Warping torsion analysis according to the second-order theory with 7 degrees of freedom
Form-finding of tensile membrane and cable structures
Modeling piping systems
Design of single-layer, laminated and insulating glass
Stress analysis of steel members
Design of steel members according to Eurocode 3
Linear and nonlinear analysis of reinforced concrete members with reinforcement concept
Reinforced concrete design according to the model column method (method based on nominal curvature)
Module Extension for RSTAB
Extension of the modules for reinforced concrete design by the Eurocode 2 design