Hotel at Rotterdam Airport, the Netherlands
Customer Project
The Landslide Hotel is located near Rotterdam Airport. The multi-story reinforced concrete structure was designed by the engineering office of Van Numen from Rosmalen, the Netherlands, and the structural analysis was performed utilizing RFEM.
| Architecture and Structural Design |
Raadgevend Ingenieursburo van Nunen B.V., the Netherlands www.nunen.com |
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Design of Concrete Columns Subjected to Axial Compression with RF-CONCRETE Columns
This article compares the design to the one in the referenced article: Design of Concrete Columns Subjected to Axial Compression with RF-CONCRETE Members. It is, therefore, about taking exactly the same theoretical application carried out in RF-CONCRETE Members and reproducing it in RF-CONCRETE Columns. Thus, the objective is to compare the different input parameters and the results obtained by the two add-on modules for the design of column-like concrete members.
![Relaxation Losses for 0.7 ∙ fpk According to EN 1992-1-1 [1]](/-/media/Images/website/pages/solutions/online-tools/glossary/000211/2707400.png?la=en&mlid=C2E80B587F7242A5B9D48A27B3803F4A&hash=2B715A99FB4A24F27FD471E9D503F2F936DE6DF9)
- What is the maximum number of reinforcement groups that can be created in a design case in RF‑CONCRETE Surfaces?
- I have a roof structure resting on a steel column that runs to the foundations. The column runs through a perimeter wall that supports the false ceiling. A considerable part of the load from the roof is transferred to the wall. I want the steel column to carry all the vertical loads from the roof. How can I do it?
- Are the models and presentations from Info Day 2018 freely available, and can you send them to me?
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I have installed Halfen HDB 13.60 on my PC. The version does not seem to be compatible with RF‑PUNCH Pro anymore. The interface does not work. I am using version 5.26.02 of RFEM.
- When designing a foundation slab under a circular tank, the contact stress in the middle of the surface is not displayed. What could be the reason?
- What does the "Crack formation in the first 28 days" option mean?
- How can I model a thickened area of my concrete slab in RFEM such as a drop panel?
- Does RF‑/FOUNDATION Pro work independently, without the main program?
- Is it possible to specify shrinkage effects as loads?
- Why do I get Error No. 10203 for a result beam when performing design with RF‑CONCRETE Members?
Programs Used for Structural Analysis
Main Program
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids, and contact elements
3,950.00 EUR
