Iy | Second moment of area related to the axis y |
Sy | First moment of area related to the y-axis with regard to the section outline |
t* | Effective element thickness for the shear transfer calculated at each x-location of the element, taking into account the section outline |
G | Shear modulus |
Gref | Shear modulus of the reference material |
Ideal Shear Area in z-Direction
Webservice and API opens up a wide range of new possibilities for you. You can create your own desktop or web-based applications by controlling all objects included in RFEM 6 and RSTAB 9. By providing libraries and functions, you can develop your own design checks, effective modeling of parametric structures, as well as optimization and automation processes using the programming languages Python and C#. Does that sound exciting to you? Then find out more here!
More About Webservice and APIIn the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.
Using the "Base Plate" component, you can design base plate connections with cast-in anchors. In addition to plates and welds, the design analyzes the anchorage and the steel-concrete interaction.
In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.