The applied free additional reinforcement (free rectangle, free circular, or free polygon) is not considered in the punching shear design or calculation.
How can I consider a hole in the web only near the support? The parametrization can only be applied to centrally arranged holes with the same distance.
I have generated a load from an area load on a circular opening. If the radius is 1.0 m and the load is 10 kN/m², the resultant should be 31.416 kN. The recalculated load on the line should be 5.0 kN/m. However, the value of the converted load is 4.968 kN/m. Why?
We want to reinforce a floor slab of a round vessel radially or tangentially.Is there a way to calculate not an orthogonal reinforcement, but a radial or tangential reinforcement?
I need to model a curved wall element with some drilled circular holes in the surface. To create these holes in RFEM, I would normally draw a circle in the wall element to create the opening. But how do I draw a circle on a curved surface?
I used the method of intersections to create an opening in a circular cylindrical wall surface.How can I hide these auxiliary surfaces to create an intersection?
In RFEM, I would like to apply a load on a circular ring modeled as a member with the load generator. However, the curved member is not taken into account. Why?
Why does the Results navigator only display the total reinforcement under "Required Reinforcement" and not the top and bottom reinforcements separately?