Plate with Rib Member
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Description
Plate with Rib Member
Keywords
Plate Rib Downstand beam T-beam
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- Views 255x
- Downloads 31x
- Updated 8 April 2022
- Number of Nodes 6
- Number of Lines 7
- Number of Members 1
- Number of Surfaces 2
- Number of Solids 0
- Number of Load Cases 1
- Number of Load Combinations 4
- Number of Result Combinations 0
- Total Weight 23.850 t
- Dimensions 6,000 x 0,000 x 6,000 m
Disclaimer
You can download this structural model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.
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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 designs for a member have been complied with, I get an "Uncovered reinforcement". How is this possible?
- Where can I find the graphical results of punching shear in the concrete design? Especially the distribution of shear forces at the critical perimeter or the punching loads.
- The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?
- In RFEM 6, is it possible to display a graphic with the distribution of the required reinforcement in the DIN A0 format?
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- Where can I find the graphical results of punching shear in the concrete design? Especially the distribution of shear forces at the critical perimeter or the punching loads.
