Drop Panel Design for Reinforced Concrete Slabs
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Factor for Taking into Account the Unloading of Soil Pressure
In RF-/FOUNDATION Pro, the user can freely select the proportion of the relieving soil pressure by means of the factor kred.- Are the models and presentations from Info Day 2018 freely available, and can you send them to me?
- Is it possible to set user-defined values when viewing solid stress results?
- RF-STEEL AISC add-module shows non-designable results for general cross-sections because of shear buckling checks according to Chapter G. How do I solve this?
- When dimensioning a column, the values of axial forces in the result combinations of the ULS differ from the values in the RF‑CONCRETE Columns add-on module. What is the reason for this?
- In RF‑PUNCH Pro, I get the message No. 58 saying that the surface load inside the critical perimeter cannot be determined for result combinations. Why is this message displayed? How can I avoid it?