Concrete Design | Definition of Effective Slab Widths of T-beams by Segment
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Consideration of Shear Stiffness for a Cross-Section Calculation in RFEM 6
This article shows you the internal forces and displacements of a continuous beam calculated both with and without consideration of shear stiffness.

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Although all the member design checks have been fulfilled, I get the "Not Covered Reinforcement" result. What is the reason?
- How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
- Can the RFEM 6 Concrete Design add-on automatically design member and surface reinforcement?
- Can I define a different bar size in the RFEM 6 Concrete Design add-on other than the default bar sizes available in the drop-down?
- Why are the members not valid for the Concrete Design add-on?
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- How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?