What is the function "Designing the Longitudinal Gearing for Utilization Degree" in the setting for the non-linear calculation in RF-CONCRETE Members? I have activated the function but the system is still unstable. Why?
This option becomes effective if utilization of 1 / γ> 1.000 results in the NL calculation with the existing longitudinal reinforcement (resulting from the statically required reinforcement, linear design) or given basic reinforcement.
RF-CONCRETE NL, non-linear design, stability, design, reinforcement,
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Physical and geometrical nonlinear calculation of beam and plate structures consisting of reinforced concrete
Design of reinforced concrete members and surfaces (plates, walls, planar structures, shells)