Upload Model
Back to 3D Models Page
Is this page helpful?
735x
000924
2020-09-11
Hemsedal Alpine Suites, Norway
  • Description
  • Reviews (0)

The "Hemsedal Ski Center" in the Scandinavian Alps is one of the top 3 ski resorts in Norway. It comprises a total of 49 ski slopes and 20 ski lifts. At the foot of the mountainside, a new apartment hotel with 100 modern rooms will be completed by the end of 2017.

In addition to an underground parking garage, a restaurant and commercial units, it will also contain climbing walls, among other things.

DBC AS from Gol, Norway, analyzed the spatial model in RFEM and provided the internal forces to the producer of prefabricated construction (concrete & steel). Furthermore, DBC AS was responsible for the detailed planning of all in-situ concrete constructions.

Architecture/Structural Design
DBC AS
Oslo/Gol, Norway

Investor
Skiab Invest AS
Trysil, Norway
Website SkiStar

Implementation
PEAB AS
Oslo, Norway
Website PEAB

PEAB SVERIGE AB
Karlstad, Sweden
Website PEAB

3D Model (© DBC AS)

Model Used in
Overall
0 out of 5 stars
This page has 0 user ratings.
5 star
4 star
3 star
2 star
1 star
(0)
0 out of 5 stars
5 star 0
4 star 0
3 star 0
2 star 0
1 star 0

Concrete Structure of Building

No Download Possible Customer Project / View Only
Number of Nodes 2053
Number of Lines 3264
Number of Members 795
Number of Surfaces 421
Number of Load Cases 11
Number of Load Combinations 22
Number of Result Combinations 4
Total Weight 6319.805 tons
Dimensions (Metric) 111.338 x 47.858 x 23.350 m
Dimensions (Imperial) 365.28 x 157.01 x 76.61 feet
Program Version 5.06.30
Report This 3D Model
Events
Videos
Models to Download
Knowledge Base Articles
Display of FE Mesh Quality
An FE mesh quality display is available in RFEM as a tool for structural analyses of two-dimensional components. It leads to the execution of an internal check of the generated finite elements for defined criteria.
Illustration of a method for performing stability analysis according to DIN EN 1992-1-1 in RFEM 6
For reinforced concrete components and structures with structural behavior considerably influenced by the effects of the second-order analysis, Eurocode 2 provides the general method based on a nonlinear determination of internal forces according to the second-order analysis (5.8.6), as well as the approximation method based on the nominal curvature (5.8.8).

The aim of this technical article is to perform a design according to the general design method of Eurocode 2, using the example of a slender reinforced concrete column.
Modell eines Stahlbetonbalkens, der durch Kriechen und Schwinden beeinflusst wird
This technical article addresses the direct deformation analysis of reinforced concrete beams considering the long-term effects of creep and shrinkage. The direct calculation according to Eurocode 2 (EN 1992-1-1, Section 7.4.3) is explained using a single-span beam. Particular emphasis is placed on tension stiffening, behavior in the cracked state based on the distribution factor (damage parameter), and consideration of shrinkage and creep behavior.
Illustration of equivalent lateral force method for seismic analysis in structural engineering
This article provides a comprehensive overview of essential seismic analysis methods, explaining their principles and applications, as well as the scenarios in which they are most effective
Screenshots
Product Features
Material model Anisotropic | Damage, nonlinear behavior, concrete and reinforced concrete

The "Nonlinear Material Behavior" add-on includes the Anistropic | Damage material model for concrete structural components. This material model allows you to consider concrete damage for members, surfaces, and solids.

You can define an individual stress-strain diagram via a table, use the parametric input to generate the stress-strain diagram, or use the predefined parameters from the standards. Furthermore, it is possible to consider the tension stiffening effect.

For the reinforcement, both nonlinear material models "Isotropic | Plastic (Members)" and "Isotropic | Nonlinear Elastic (Members)" are available.

It is possible to consider the long-term effects due to creep and shrinkage using the "Static Analysis | Creep & Shrinkage (Linear)" analysis type that has been recently released. Creep is taken into account by stretching the stress-strain diagram of the concrete using the factor (1+phi), and shrinkage is taken into account as the pre-strain of the concrete. More detailed time step analyses are possible using the "Time-Dependent Analysis (TDA)" add-on.

Feature 002918 | Determination of Required Longitudinal Reinforcement for Direct Crack Analysis

In the Concrete Design add-on, you can determine the required longitudinal reinforcement for the direct crack width analysis (w k).

Feature 002920 | Automatic Function of Longitudinal Reinforcement for Members

For the design of reinforced concrete members, there is the option to automatically determine the number or diameter of rebars.

Feature 002876 | Reinforcement Results in Tables by Design Situation

For concrete design, you can display the reinforcement results in tables separately by design situation.

Frequently Asked Questions (FAQ)

How can I check the determination of the required reinforcement?
I have created a model in which the ceiling slab is lined with ribs. When I assign a Rib member type to the boundary line of the surface and align it to the bottom edge of the surface, the boundary line is automatically pulled towards the center of gravity of the rib, that is, downwards under the slab. Is there a way to change this so that my lines still appear at the edge of the surface?
Is it possible to view the tangential and radial analysis results and reinforcement requirements rather than orthogonal for a circular slab?
How can I perform member design by case for different settings in the design configuration?
Why do I only obtain the total reinforcement in the Results navigator under "Required Reinforcement", and no result for the top and bottom reinforcements separately?
I would like to calculate a prestressed concrete beam. Is this possible in RFEM?
Customer Projects
Recommended Products for You
Display Product Family