Author
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Christian Leitner
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University
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Higher Technical Institute for Education and Experimentation in Vienna, Austria
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Based on the calculated data, reinforcement plans are created.
The main part of this thesis deals with the calculation of the reinforced concrete floor above the ground floor of the front water‑side complex as well as the reinforced concrete floor of the factory where sailboats are repaired and maintained. Based on the calculated data, reinforcement plans are created.
Author
|
Christian Leitner
|
University
|
Higher Technical Institute for Education and Experimentation in Vienna, Austria
|
Based on the calculated data, reinforcement plans are created.
When generating shear walls and deep beams, you can assign not only surfaces and cells, but also members.
In the Concrete Design add-on, you have the option to define an existing vertically oriented punching shear reinforcement. This is then taken into account in the punching shear design.
Do you have individual column sections and angled wall geometries, and need punching shear design for them?
No problem. In RFEM 6, you can perform punching shear design not only for rectangular and circular sections, but for any cross-section shape.
The building model is calculated in two phases:
After the calculation, the results of the columns and walls from the 3D calculation and the results of the slabs from the 2D calculation are combined in a single model. This means that there is no need to switch between the 3D model and the individual 2D models of the slabs. The user only works with one model, saves valuable time, and avoids possible errors in the manual data exchange between the 3D model and the individual 2D ceiling models.
The vertical surfaces in the model can be divided into shear walls and opening lintels. The program automatically generates internal result members from these wall objects, so they can be designed as members according to any standard in the Concrete Design add-on.