Plate with Rib Member
Model to Download
Description
Plate with Rib Member
Keywords
Plate Rib Downstand beam T-beam
Write Comment...
Write Comment...
- Views 418x
- Downloads 35x
- 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

New
Slab-Wall Connections in RFEM 6
The properties of the connection between a reinforced concrete slab and a masonry wall can be correctly considered in the modeling using a special line hinge that is available in RFEM 6. This article will show you how to define this type of hinge by using a practical example.
- Although all the member design checks have been fulfilled, I get the "Not Covered Reinforcement" result. What is the reason?
- 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.
- I received an error message “Surface of incompatible type... (Surface in upper plane of building story must be of ‘Load transfer’ type)” when running the calculation. What is the reason?
- How can I efficiently define line hinges on several surfaces?
- My live load is less than or equal to 100 psf. How do I consider the reduced load factor in the ASCE 7 load combinations?
- I do not see the seismic load cases in my generated ASCE 7 load combinations (COs). How do I add them?
- How do I create an imperfection based on a mode shape in RFEM 6?
- How do I apply the ASCE 7 Orthogonal Directional Combination procedure (100% + 30% rule) to my seismic load in a static analysis?
- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
- Why does the eHORA map of Austria give different snow loads than your Geo-Zone tool?