Is it also possible to reduce the shear force on a support or perform design with the shear force at a distance d to the support in RF‑CONCRETE Surfaces?
I am trying to verify RF‑CONCRETE Surfaces based on the results of the example in the manual. Chapter 2.4.3 describes the determination of the statically required reinforcement. Unfortunately, I cannot create an example that exactly represents these results. Can you send me the corresponding example?
In RF‑CONCRETE Surfaces, I get non-designable situations with a note saying that the shear resistance cannot be checked (cross-section entirely cracked). What is the reason for this message?
I have to perform a recalculation of foundation in the existing structure and search for a design according to DIN 1045 or DIN 1054. In RF‑/FOUNDATION Pro, only the Eurocode is available. Do you have any other module for the foundation design?
What is the purpose of the function "Design of longitudinal reinforcement for percentage of utilization" in the setting for nonlinear calculation in RF‑CONCRETE Members? I have selected this option, but the system is unstable anyway. Why?